EUROPLEXUS simulation of steel plates without and with pre-formed holes or slits tested in the NTNU SIMlab shock tube facility :
Date: 2024-05-08
Institutions: Joint Research Centre
Subjects: critical infrastructure security, explosive, research report, resistance of materials, safety standard, simulation, steel, technical standard, testing

ISSN 1831-9424 

EUROPLEXUS simulation of steel plates 
without and with pre-formed holes or slits 
tested in the NTNU SIMlab shock tube 
facility 

Casadei, F., Valsamos, G., Larcher, M., Aune, V. 

2024 

 EUR 31929 EN 

 
  
 
 
 
 
 
This document is a publication by the Joint Research Centre (JRC), the European Commission’s science and knowledge 
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the delimitation of its frontiers or boundaries. 

Contact information 
Name: Martin Larcher 
Address: JRC Ispra 
Email: Martin.LARCHER@ec.europa.eu 
Tel.: 

EU Science Hub 
https://joint-research-centre.ec.europa.eu 

JRC137532 

EUR 31929 EN 

PDF 

ISBN 978-92-68-15552-3 

ISSN 1831-9424  

doi:10.2760/36100        KJ-NA-31-929-EN-N 

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How to cite this report: European Commission, Joint Research Centre, Casadei, F., Valsamos, G., Larcher, M. and Aune, V., 
EUROPLEXUS simulation of steel plates without and with pre-formed holes or slits tested in the NTNU SIMlab shock tube 
facility, Publications Office of the European Union, Luxembourg, 2024, https://data.europa.eu/doi/10.2760/36100, 
JRC137532. 

 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
Thursday 25th April, 2024 @ 17:10

EUROPLEXUS simulations of steel plates
witout and with pre-formed holes or slits
tested in the NTNU SIMlab Shock Tube Facility

F. Casadei1,2, G. Valsamos2, M. Larcher2, and V. Aune3

1Active Senior
2European Commission, Joint Research Centre
Directorate for Space, Security and Migration
Safety and Security of Buildings Unit Technology Innovation in Security Unit
3European Commission, Joint Research Centre
Directorate for Space, Security and Migration
Safety and Security of Buildings Unit
4Structural Impact Laboratory (SIMLab), Centre for Research-based Innovation (CRI)
and Department of Structural Engineering, Norwegian University of Science and Technology,
Rich. Birkelands vei 1A, NO-7491 Trondheim, Norway

Last modiﬁed on Thursday 25th April, 2024 @ 17:10

i

Thursday 25th April, 2024 @ 17:10

Contents

Abstract

Foreword

1 Introduction

2 The test matrix

3 Lagrangian (uncoupled) simulations

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
3.1 Map ﬁles
3.2 Eulerian blast pressures
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
3.3 Numerical simulations with PINB . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
3.3.1 Case D6 P2 35 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
3.3.2 Case D6 P2 35 New . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
3.3.3
Inﬂuence of damping on the clamping system . . . . . . . . . . . . . . . . . . .
3.3.4 Behavior of the clamping system with GLIS . . . . . . . . . . . . . . . . . . . .
3.4 Element erosion patterns with PINB . . . . . . . . . . . . . . . . . . . . . . . . . . . .
3.5 Numerical simulations with GLIS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
3.6 Element erosion patterns with GLIS . . . . . . . . . . . . . . . . . . . . . . . . . . . .

4 Concluding remarks and future work

References

List of tables

List of ﬁgures

List of abbreviations and deﬁnitions

Appendix I — Input ﬁles with PINB contact

Appendix IG — Input ﬁles with GLIS contact

List of input ﬁles

1

2

3

4

5
5
5
6
6
9
9
12
13
21
22

30

31

33

34

35

36

76

102

ii

Thursday 25th April, 2024 @ 17:10

Abstract

This report presents some EUROPLEXUS [1] simulations of thin steel plates with various types of
pre-formed holes or slits that have been tested in the SIMLab Shock Tube Facility (SSTF) at the
Norwegian University of Science and Technology (NTNU) in Trondheim, Norway. The SSTF is able
to generate a clean and repeatable blast-like pressure loading without resorting to the use of explosives.
The simulations presented here concern blast-like loading (in the SSTF shock tube) of thin steel
plates with pre-formed square holes or pre-formed X-shaped and +-shaped slits. The presence of
these initial defects triggers, in a clean and repeatable way, the formation and propagation of cracks,
eventually leading to complete failure of the plate (for suﬃciently high ﬁring pressures).

Equivalent full plates, i.e. without defects or openings, are also simulated numerically as limiting
cases, in order to investigate the eﬀect of Fluid-Structure Interaction (FSI) on the behavior of the
holed/slitted plates, and in particular on the formation and propagation of cracks from the hole
corners and from the slit ends.

Keywords: Shock tube, Blast loading, Thin plates, Ductile failure, Crack propagation.

1

Thursday 25th April, 2024 @ 17:10

Foreword

This report is part of a large series of scientiﬁc-technical documents that are meant to provide es-
sential information and documentation to users and developers of the EUROPLEXUS code. EURO-
PLEXUS (also abbreviated as EPX) is a computer code jointly developed by the French Commissariat
`a l’Energie Atomique (CEA DMT Saclay) and by EC-Joint Research Centre (JRC Ispra) within the
framework of contractual agreements between the two research bodies.

EPX is a mature, general-purpose Finite Element and Finite Volume explicit code under active
development since 1999, for the simulation of fast transient dynamic events in complex ﬂuid-structure
systems. It is an evolution of its ancestor PLEXIS-3C, which was also jointly developed by CEA and
JRC in the 1980s and early ’90s.

The code has been traditionally used in safety studies, ranging from nuclear reactors, to energy
plants, to chemical and industrial plants, oﬀ-shore structures, car and road barrier crashes, among
others. More recently it has proven a very useful tool in providing certiﬁed and independent numerical
solutions in support of EC policies regarding the security of critical infrastructures and public spaces
(like buildings, train and metro stations and carriages, etc.), which may be vulnerable to terrorist
attacks or to natural disasters.

While being mainly of technical nature, the information contained in this series of reports is
an invaluable source of reference for the users (as a complement to the User’s manual) but also
in particular for the developers of EPX. New models made available in the code are described in
detail from the theoretical viewpoint. Several veriﬁcation and application examples are also usually
provided, in order to illustrate the practical use and to verify the correct functioning of the models.
Usually, at the end of each report an Appendix lists the input ﬁles that were used to produce the
examples presented in the report. This allows users to re-run the test cases with EPX at any time
and to use them as a basis for their own numerical simulations.

A complete list of the reports (produced both at JRC and at CEA) in this series can be found in

the Bibliography section of the EPX User’s manual [1].

2

Thursday 25th April, 2024 @ 17:10

1

Introduction

This report presents a series of EUROPLEXUS numerical simulations of experiments on solid and per-
forated steel plates conducted in the SIMLab Shock Tube Facility (SSTF) of the Norwegian University
of Science and Technology (NTNU) in Trondheim, Norway.

EUROPLEXUS [1] (also abbreviated as EPX) is a computer code jointly developed by the French
Commissariat `a l’Energie Atomique (CEA DMT Saclay) and by EC-JRC. The code application domain
is the numerical simulation of fast transient phenomena such as explosions, crashes and impacts in
complex three-dimensional ﬂuid-structure systems. The Cast3m [2] software from CEA is used as a
pre-processor to EPX when it is necessary to generate complex meshes. As concerns post-processing
of EPX results, the ParaView software [3] is sometimes used as an alternative to the built-in OpenGL-
based visualizer of EPX.

The experimental test matrix and results used as a reference for the numerical simulations of this

report were published in reference [4].

Over a decade of fruitful collaboration between JRC and NTNU has led to a number of publi-
cations documenting the numerical simulations of NTNU experiments carried out by EPX, see e.g.
references [5–20]. On one hand, this activity and the availability of accurate and precise experimental
records has allowed the calibration of a number of models present in EPX, ranging from ﬂuid-structure
interaction (FSI), to structural failure models, to material models. On the other hand, the simula-
tions help the experimental team to design and carry out their experiments, and to interpret the
experimental results.

The numerical simulations presented here concern blast-like loading (in the SSTF shock tube) of
thin steel plates without or with pre-formed square holes or slits. Two grades of steel material (Docol
600 and Docol 1400, respectively) are considered. An extensive series of uncoupled (Lagrangian)
simulations including only the structural parts are carried out with two alternative models for the
contact between the plates and the clamping frames, namely the pinball model (PINB) or the sliding
surfaces model (GLIS).

The presence of initial defects triggers the formation and propagation of cracks, eventually leading
to complete failure of the plate (for suﬃciently high ﬁring pressures). Adaptive Mesh Reﬁnement
(AMR) is used in the plate in order to predict the onset of cracks and their propagation, in conjunction
with element erosion based on the damage criterion in the steel material law.

In a subsequent study [21] which is still ongoing, the results obtained in the present work (in
particular those concerning the best contact for this type of simulations) will be used to carry out the
corresponding series of much more complex, fully coupled simulations, including both the structure
and the ﬂuid in order to study the eﬀects of Fluid-Structure Interaction (FSI).

Some of the results obtained here, for one of the plates considered (S2 geometry, Docol 600 material
and 25 bar nominal ﬁring pressure) were already communicated at a recent Conference [17]. A more
comprehensive series of simulations for the S2 geometry plate was documented in the report [20].

No attempt is made here to compare the present numerical results against the experiments, be-
cause previous experience suggests that the results of uncoupled simulations are not particularly
accurate, with a general tendency to overestimate structural damage. However, the calibration and
veriﬁcation of the structural models obtained here is fundamental for the subsequent fully coupled
(FSI) simulations, where a much better accuracy is expected in comparison with the experiments.

3

Thursday 25th April, 2024 @ 17:10

2 The test matrix

The test matrix listing the experiments that have been actually performed is shown in Figure 1 (from
reference [4]). The test names are of the form Dx(x) yy zz, where:

(cid:136) D stays for the plate material (Docol steel).
(cid:136) x(x) is the material grade: 6 for Docol 600 or 14 for Docol 1400.
(cid:136) yy is the shape of the plate: FP for full plate, Pn for a plate with square perforations where n
can be 1, 2 or 3 (see Figure), Sn for a plate with slits where n can be 1, 2 or 3 (see Figure).
(cid:136) zz is the nominal ﬁring over-pressure in the shock tube driver in bar: 05, 10, 15, 25, 35 or 60.
The dimensions of the exposed area of the plate are 150 × 150 mm and the plate thickness is 0.8 mm.
No simulations using a nominal pressure of 10 bar will be performed.

Figure 1: The test matrix (from [4]). Note that the pressure is actually in bar, not in MPa.

4

Thursday 25th April, 2024 @ 17:10

3 Lagrangian (uncoupled) simulations

A ﬁrst set of simulations is performed by using a Lagrangian model where only the plate and the
clamping system (lower frame/bolts assembly, upper frame) are represented and no ﬂuid is included.
The blast load is applied to the plate as a uniform time-dependent over-pressure which results from
an Eulerian simulation (ﬂuid-only) using the map ﬁle produced by a numerical model of the ﬁring
system including the membranes failure mechanism. These models are described in reference [16].
This is the pressure that would act on a rigid, full plate placed at the end of the shock tube. This
approach is uncoupled because neither the plate deformability nor the presence of the holes/slits is
accounted for in the determination of the blast pressure. Therefore, no Fluid-Structure Interaction
(FSI) eﬀects are considered.

3.1 Map ﬁles

The map ﬁles and the corresponding calculation data are summarized in Table 1. The p quantity
is the nominal ﬁring (over-)pressure in bar. The tfant is the time (in ms) at which the remaining
fragments of the membranes are eroded, so that the calculation can proceed much faster. The tmap
is the time (in ms) at which the mapping ﬁle is produced. It decreases with increasing p because
the shock wave becomes faster and it reaches earlier the end of the tube. The calculations could be
stopped at t = tmap, but they are pursued a little longer for safety (in any case the CPU cost of the
additional simulation time is comparatively very small since the membranes have been eroded).

Input ﬁle name

Output ﬁle name

D7705600map.dgibi
D7705600map.epx
D7715600map.dgibi
D7715600map.epx
D7725600map.dgibi
D7725600map.epx
D7735600map.dgibi
D7735600map.epx
D7760600map.dgibi
D7760600map.epx

D7705600map.msh
D7705600map.map
D7715600map.msh
D7715600map.map
D7725600map.msh
D7725600map.map
D7735600map.msh
D7735600map.map
D7760600map.msh
D7760600map.map

p
(bar)
—
5
—
15
—
25
—
35
—
60

tfant
(ms)
—
10.0
—
8.0
—
18.0
—
8.0
—
18.0

tmap
(ms)
—
38.0
—
29.0
—
28.0
—
27.0
—
26.0

tﬁn
(ms)
—
44.0
—
40.0
—
40.0
—
40.0
—
40.0

Steps

—
103 827
—
60 448
—
66 185
—
60 571
—
66 721

CPU
(s)
—
100 172
—
127 335
—
260 322
—
123 531
—
264 422

Table 1: The map ﬁles (from [16]).

The resulting pressure, density and velocity distributions along the tube axis in the ﬁve map ﬁles

(each one at its own chosen map time tmap) are compared in Figure 2.

(a) Pressure

(b) Density

(c) Velocity

Figure 2: Fluid state distributions along the tube in the various map ﬁles (from [16]).

3.2 Eulerian blast pressures

The ﬁve obtained Eulerian pressure time functions are compared in Figure 3. Table 2 lists some
characteristics of each pressure ﬁle: trise is the time at which the over-pressure reaches 1 bar, pmax is

5

EUROPLEXUS13 APRIL     2021 DRAWING  1PLOT_MAP-1- P_05_38                                           -2- P_15_29                                                                      -3- P_25_28-4- P_35_27                                           -5- P_60_26                ABSCISSA [M] 0. 5.10.15.20.PRES [PA]    0.0 50000.1.0E+051.5E+052.0E+052.5E+053.0E+053.5E+054.0E+054.5E+055.0E+05111222233333444445555555EUROPLEXUS13 APRIL     2021 DRAWING  2PLOT_MAP-1- R_05_38                                           -2- R_15_29                                                                      -3- R_25_28-4- R_35_27                                           -5- R_60_26                ABSCISSA [M] 0. 5.10.15.20.DENS [KG/M3]0.1.2.3.4.5.6.7.8.11122223333334444455555555EUROPLEXUS13 APRIL     2021 DRAWING  3PLOT_MAP-1- V_05_38                                           -2- V_15_29                                                                      -3- V_25_28-4- V_35_27                                           -5- V_60_26                ABSCISSA [M] 0. 5.10.15.20.VELO [M/S]-100.   0. 100. 200. 300. 400. 500.1111222223333333444445555555Thursday 25th April, 2024 @ 17:10

the maximum (over-)pressure and tmax the corresponding time.

Figure 3: The Eulerian pressure time functions (from [16]).

File name

p77 05e.txt
p77 15e.txt
p77 25e.txt
p77 35e.txt
p77 60e.txt

p

5
15
25
35
60

trise
(ms)
3.02287
2.18319
1.30119
1.07553
1.60435

pmax
(bar)
2.60917
6.13616
8.33129
11.18180
15.27120

tmax
(ms)
3.07059
2.23107
1.35159
1.12083
2.78021

Table 2: Some characteristics of the Eulerian pressure ﬁles (from [16]).

3.3 Numerical simulations with PINB

The numerical simulations performed with PINB contact and the Lagrangian approach are summarized
in Table 3. The ﬁnal number of eroded elements is indicated. These consist of both structural (shell)
elements of the plate, and the associated CLxx element used to impose the applied blast pressure.
This allows to get a qualitative idea of the level of failure in the plate at the ﬁnal time.

3.3.1 Case D6 P2 35

We describe the test case D6 P2 35 as a typical example of these simulations. The input ﬁle is as
follows:

D6_P2_35
ECHO
!CONV win
CAST ’P2.msh’ spec
EROS 1.0
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM

COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM

6

EUROPLEXUS23 MARCH     2021 DRAWING  1PLOT_P_EUL-1- P77_05E                                           -2- P77_15E                                                                      -3- P77_25E-4- P77_35E                                           -5- P77_60E                TIME [S]-5.0E-03     0.0 5.0E-03 1.0E-02 1.5E-02PRES [PA]-5.0E+05     0.0 5.0E+05 1.0E+06 1.5E+06 2.0E+0611223334445555Thursday 25th April, 2024 @ 17:10

Test
D6 FP 15
D14 FP 15
D6 P1 15
D14 P1 15
D6 P2 15
D14 P2 15
D6 P3 15
D14 P3 15
D6 S1 15
D14 S1 15
D6 S2 15
D14 S2 15
D6 S3 15
D14 S3 15
D6 FP 25
D14 FP 25
D6 P1 25
D14 P1 25
D6 P2 25
D14 P2 25
D6 P3 25
D14 P3 25
D6 S1 25
D14 S1 25
D6 S2 25
D14 S2 25
D6 S3 25
D14 S3 25
D6 FP 35
D14 FP 35
D6 P1 35
D14 P1 35
D6 P2 35
D14 P2 35
D6 P3 35
D14 P3 35
D6 S1 35
D14 S1 35
D6 S2 35
D14 S2 35
D6 S3 35
D14 S3 35
D6 FP 60
D14 FP 60

tﬁn
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0

Steps CPU (s) Eroded
—
20 262
65 069
—
18 920
66 265
88
20 674
64 920
464
18 160
65 319
—
22 676
64 380
—
23 425
65 292
—
26 434
68 116
—
21 857
65 094
260
29 064
65 912
335
23 365
73 434
60
65 650
130 760
609
45 652
110 787
48
35 136
85 870
635
43 729
84 043
—
28 810
65 249
589
39 294
93 264
545
28 810
71 052
519
29 312
67 711
4
24 178
65 290
—
22 000
66 508
—
34 003
69 382
—
24 930
66 441
450
35 665
65 329
488
30 743
66 131
320
91 650
131 355
1 124
82 806
128 781
280
59 731
92 877
775
51 157
91 424
—
36 596
65 240
783
32 215
70 194
521
58 461
68 799
602
37 260
85 480
743
53 027
68 791
529
29 044
67 598
60
33 232
70 648
10
27 938
68 223
1 239
61 570
73 004
774
32 072
66 912
617
165 120
151 677
1 102
70 487
133 246
1 744
151 112
121 612
672
50 008
95 441
—
39 044
65 044
—
31 596
82 650

Table 3: The Lagrangian simulations with PINB contact.

BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP UPTO 3

LECT nplate TERM

EXCL PAIR 1 2

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

7

Thursday 25th April, 2024 @ 17:10

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST

ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3
FIN

The pinball-based (PINB) contact model is used, following the study done in reference [16] which
seemed to indicate that the GLIS model suﬀers from problems when adaptivity is applied to the plate
also in the zones outside the exposed area, which are clamped between the frames. Pseudo-nodal
pinballs are attached to the plate in an attempt to model the contact of the plate petals (after failure)
against the frames.

The clamping pressure is applied as a step function (IMPE PIMP with no FONC) from the beginning
of the simulation. In order to mitigate the oscillations that could result from this step loading before
the pinball contact (which here uses the penalty method) reaches a stable conﬁguration, a quasi-static
damping (QUAS STAT) is applied for the ﬁrst 0.5 ms of the simulation.

Figure 4 shows the progressive failure (erosion) pattern of the plate. The plate geometry is
presented on the initial conﬁguration by removing the eroded elements (TRAC NFAI). In this way, one
can follow the onset and propagation of cracks.

The ﬁrst cracks appear at 1.6 ms at the external corners of the holes. At 2.2 ms an additional
cross-shaped crack has developed in the central zone of the plate and four petals are formed. At 3.6
ms the initial cracks have grown reaching the plate border and the plate failure is complete. At this
point the petals have rotated by more than 90(cid:176) and touch the lower frame.

Since the applied blast pressure (via IMPE PIMP) is a follower pressure in EPX, it continues to
act on the petals despite their rotation, which is clearly non-physical beyond this point. The petals
continue to rotate and ﬁnally slap against the rear face of the lower frame. This causes some numerical
instabilities and practically all the plate elements in the triangular-shaped tips of the petals become
eroded, see Figure 4(d). This (non-physical) phenomenon is due to the fact that the pseudo-nodal
pinballs are propagated to the descendant nodes only up to a reﬁnement level of 3 (ADNP UPTO 3)
while the reﬁnement in the plate (ADAP THRS) reaches level 4. This limitation of pinballs proliferation
had been set in order to try and limit the cost of the calculation, but it clearly gives wrong results in
this particular case.

(a) t = 1.6 ms

(b) t = 2.2 ms

(c) t = 3.6 ms

(d) t = 5.0 ms

Figure 4: Element erosion pattern (on the initial conﬁguration) in case D6 P2 35.

Figure 5 shows the real plate geometry where the color indicates the applied pressure intensity.
The ﬁrst impact of the blast pressure on the plate occurs at about 1.2 ms. By zooming on the last
image, it is possible to see that some spurious plate fragments are generated due to the spurious
failure mentioned above, which penetrate the frames and emerge from the upper frame, which is
clearly non-physical. Such fragments have weird element shapes, but are not eroded since their failure
level has not reached the value 1.0 (all Gauss Points failed) which is set in the input ﬁle (EROS 1.0).
As a consequence, the time integration step drops to very low values (9.4 × 10−9) and this renders
the solution extremely slow (220 181 steps and 157 088 s of CPU time to reach 5.0 ms).

8

Thursday 25th April, 2024 @ 17:10

(a) t = 1.2 ms

(b) t = 2.2 ms

(c) t = 3.6 ms

(d) t = 4.0 ms

Figure 5: Applied pressure on real plate geometry in case D6 P2 35.

3.3.2 Case D6 P2 35 New

To try and correct the above mentioned issues, we repeat the previous calculation with the following
modiﬁcations:

(cid:136) Remove the UPTO 3 limitation in the pseudo-nodal pinballs.
(cid:136) Add the CROI keyword after the EROS 1.0 directive. This could hopefully erode elements that

assume a weird (crossed) shape, although they are not completely failed.

(cid:136) Add TFAI 2.0E-8 in the CALC directive. This will declare completely failed (and thus eroded)

any elements whose stability step drops below the indicated value.

The ﬁrst modiﬁcation is decisive. The numerical instabilities due to contact are avoided and so is
the formation of weird-shape fragments. So the other two settings are redundant (but will be left in
the input just in case). As a result, the calculation is not only correct-looking (in accordance with the
non-physical follower pressure assumption) but also more than three times faster than the previous
solution (68 791 steps and 50 784 s of CPU time to reach 5.0 ms).

The results of this simulation are presented in Figure 6. The spurious erosion is avoided, as shown

in Figure 6(a). No spurious penetrations by weird fragments occur, see Figure 6(b).

(a) t = 5.0 ms

(b) t = 4.0 ms

Figure 6: Results of case D6 P2 35 New.

3.3.3 Inﬂuence of damping on the clamping system

We want to check the inﬂuence of the quasi-static damping on the establishment of mechanical equilib-
rium in the clamping system before the blast wave hits the plate. To this end, the displacement of six
points located on the lower frame, plate and upper frame on the two symmetry planes is monitored:

NGRO 10 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0
’plfy’ LECT lframeb TERM

COND NEAR POIN 0 0.3125 0

’plfz’ LECT lframeb TERM

COND NEAR POIN 0 0 0.3125

’pufy’ LECT uframe TERM

COND NEAR POIN 0 0 0.3125

’pufz’ LECT uframe TERM

COND NEAR POIN 0 0.3125 0

’ppy’ LECT plate TERM

COND NEAR POIN 0 0 0.3125

’ppz’ LECT plate TERM

COND NEAR POIN 0 0.3125 0

9

Thursday 25th April, 2024 @ 17:10

The points on the (upper face of the) lower frame are named plfy and plfz and are shown as
red thick dots in Figure 7(a). The points on the plate are named ppy and ppz and are highlighted
in Figure 7(b). The points on the (lower face of the) upper frame are named pufy and pufz and are
visible in Figure 7(c). Figure 7(d) shows the blocked nodes (blox), which are all the nodes located
on the lower face of the lower frame/bolts assembly.

(a) plfy, plfz

(b) ppy, ppz

(c) pufy, pufz

(d) blox

Figure 7: Monitored points in case D6 P2 35.

The motion of the monitored points is presented in Figure 8. The left picture shows the displace-
ments along the axis of the shock tube (x component) while the right picture shows the corresponding
position. The blue curves refer to the lower frame. the cyan curves to the plate and the red curves
to the upper frame, which is pushed against the plate and the lower frame by the applied clamping
pressure.

The initial gap between the two frames is 0.8 mm, see Figure 8(b), which corresponds to the
nominal thickness of the plate. Since a penalty method is used for the contact, the gap must decrease
in order to develop contact forces. We see that a stable conﬁguration is reached after about 1 ms
when the gap is reduced to about 0.5 mm. The upper frame has moved of about 0.3 mm while the
plate has moved of about 0.15 mm so it remains at the center of the gap between the frames.

Some oscillations remain despite the application of quasi-static damping over the ﬁrst 0.5 ms of

the simulation. However, the oscillations are almost completely damped out after about 1.0 ms.

(a) Displacement

(b) Position

Figure 8: Motion of monitored points in case D6 P2 35 New (with damping).

Figure 9 is the same as Figure 8(a) but we add the displacement of the center point of the plate
(green curve) and the blast pressure time function (in magenta, and not in scale with the other
curves). It can be seen that when the blast pressure hits the plate at about 1.1 ms the oscillations in
the clamping system are already damped out.

The plate center exhibits some oscillations before the arrival of the blast wave, i.e. between 0.7
and 1.0 ms. These are likely to be due to the motion of the clamping system, but their amplitude is

10

EUROPLEXUS28 MARCH     2021 DRAWING  1D6_P2_35-1- DISPLFY                                           -2- DISPLFZ                                                                      -3- DISPUFY-4- DISPUFZ                                           -5- DISPPY                                                                       -6- DISPPZTIME [S]    0.1.E-032.E-033.E-034.E-035.E-03DISP [M]-5.0E-05     0.0 5.0E-05 1.0E-04 1.5E-04 2.0E-04 2.5E-04 3.0E-04 3.5E-0411122233333344444455556666EUROPLEXUS28 MARCH     2021 DRAWING  1D6_P2_35-1- XPLFY                                             -2- XPLFZ                                                                        -3- XPUFY-4- XPUFZ                                             -5- XPPY                                                                         -6- XPPZTIME [S]    0.1.E-032.E-033.E-034.E-035.E-03X [M]-5.E-04-4.E-04-3.E-04-2.E-04-1.E-04     0. 1.E-04 2.E-04 3.E-04 4.E-04 5.E-0411122233334444555666Thursday 25th April, 2024 @ 17:10

very small (less than 0.1 mm) and they can be neglected.

Figure 9: Further results of case D6 P2 35 New (with damping).

We then repeat the same simulation but without the quasi-static damping. The results are shown
in Figure 10. The solution becomes slower, taking 83 158 steps and 66 163 s of CPU to reach the ﬁnal
time of 5.0 ms. The oscillations in the clamping system take almost 2 ms to get naturally damped
out, but at this time the pressure has already started acting on the plate, as shown in Figure 11.

(a) Displacement

(b) Position

Figure 10: Motion of monitored points in case D6 P2 35 New (without damping).

Figure 11: Further results of case D6 P2 35 New (without damping).

The central displacement of the plate in the solutions with and without damping are compared

11

EUROPLEXUS28 MARCH     2021 DRAWING  1D6_P2_35-1- DISPLFY                                           -2- DISPLFZ                                                                      -3- DISPUFY-4- DISPUFZ                                           -5- DISPPY                                                                       -6- DISPPZTIME [S]    0.1.E-032.E-033.E-034.E-035.E-03DISP [M]-1.E-04     0. 1.E-04 2.E-04 3.E-04 4.E-04 5.E-04111222333333333444444445555555666666EUROPLEXUS28 MARCH     2021 DRAWING  1D6_P2_35-1- XPLFY                                             -2- XPLFZ                                                                        -3- XPUFY-4- XPUFZ                                             -5- XPPY                                                                         -6- XPPZTIME [S]    0.1.E-032.E-033.E-034.E-035.E-03X [M]-5.E-04-4.E-04-3.E-04-2.E-04-1.E-04     0. 1.E-04 2.E-04 3.E-04 4.E-04 5.E-041112223333334444445555566666Thursday 25th April, 2024 @ 17:10

in Figure 12. The inﬂuence of damping on this result is modest, but this could be due in part to the
fact that the plate fails so the displacement reaches very large values.

Figure 12: Comparison of central plate displacement with and without damping.

3.3.4 Behavior of the clamping system with GLIS

To conclude this small study of the clamping system, we obtain a solution using the GLIS contact
model via Lagrange multipliers. This model does not require a penetration to occur in order to
develop a contact force, unlike the penalty-based method used in the previous solutions with PINB
contact. Therefore, it should also not require a stabilization phase and the associated quasi-static
damping.

The input ﬁle for this simulation (test D6 FP 35) is listed below. The model uses the full plate
(FP) instead of the perforated plate (P2), and no adaptivity, but these diﬀerences should be irrelevant
as far as the clamping system behavior is concerned.

D6_FP_35
ECHO
!CONV win
CAST spec
EROS 1.0
TRID LAGR
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 7 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0
LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

’pp12’

DX 0.1 DY 0.14 DZ 0.14

’plaEdg2’ LECT plate DIFF pp12 TERM
COND YB LT 0.16
COND ZB LT 0.16
NGRO 17 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COND X LT

0.001

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01

Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R

0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01

Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R

0.0095

’nlfb2’ LECT nlfb DIFF nbad1 nbad2 TERM

COND Y LT 0.16
COND Z LT 0.16

’plfy’ LECT lframeb TERM

COND NEAR POIN 0 0.3125 0

’plfz’ LECT lframeb TERM

COND NEAR POIN 0 0 0.3125

’pufy’ LECT uframe TERM

COND NEAR POIN 0 0 0.3125

’pufz’ LECT uframe TERM

COND NEAR POIN 0 0.3125 0

’ppy’ LECT plate TERM

COND NEAR POIN 0 0 0.3125

’ppz’ LECT plate TERM

COND NEAR POIN 0 0.3125 0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35e.txt’
MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 500
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
LECT lframeb plate uframe TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 44.0e6 PREF 0.0E5

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0E5 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 3 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT NODE LECT nlfb DIFF nbad1 nbad2 TERM
PESC LECT plate TERM

FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

CMAI LECT plaEdg2 TERM

EXTE POIN 1 0 0

12

EUROPLEXUS28 MARCH     2021 DRAWING  3D6_P2_35-1- DISCEN                                            -2- DISCENQS               TIME [S]    0.1.E-032.E-033.E-034.E-035.E-03DISP [M]-0.5 0.0 0.5 1.011112222Thursday 25th April, 2024 @ 17:10

LINK DECO

PESC LECT nlfb2 TERM

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOEL

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy

plfy plfz pufy pufz ppy ppz TERM

ELEM LECT prec TERM

FICH PVTK TFRE 0.1E-3

GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

FICH SPLI ALIC TFRE 0.5E-3

OPTI NOTE CSTA 0.7

GLIS NORM ELEM
LOG 1
JAUM
LMST

CALC TINI 0 TEND 3.5E-3
FIN

The results presented in Figures 13 and 14 conﬁrm that there are only small-amplitude high-
frequency oscillations in the clamping system. No visible axial motion of the upper frame and plate
occurs before the arrival of the blast wave, see Figure 13(b).

(a) Displacement

(b) Position

Figure 13: Results of case D6 FP 35 (with GLIS and no damping).

Figure 14: Further results of case D6 FP 35 (with GLIS and no damping).

3.4 Element erosion patterns with PINB

The element erosion patterns obtained with PINB are shown on the initial conﬁguration in Figure 15
for the 15 bar tests, in Figure 16 for the 25 bar tests and in Figure 17 for the 35 bar tests. For
each test, the pattern is shown not always at the ﬁnal time (5.0 ms in these calculations) but at the
time that the plate petals (if any) have rotated 90(cid:176) and start penetrating into the lateral walls of the
lower frame. This because the solution with a “follower” applied pressure is certainly non-physical
after that time, and because the numerical models do not include contact between the plate and the
lateral (or bottom) walls of the lower frame. The time at which each snapshot is taken is indicated

13

EUROPLEXUS30 MARCH     2021 DRAWING  1D6_FP_35-1- DISPLFY                                           -2- DISPLFZ                                                                      -3- DISPUFY-4- DISPUFZ                                           -5- DISPPY                                                                       -6- DISPPZTIME [S]    0.05.0E-041.0E-031.5E-032.0E-032.5E-033.0E-033.5E-03DISP [M]-5.E-06-4.E-06-3.E-06-2.E-06-1.E-06     0. 1.E-06 2.E-06 3.E-06111111111111111111111111111111111111111111111111111222222222222222222222222222222222222222222222222222222222333333333333333333333333333333333333333333333333333333344444444444444444444444444444444444444444444444444444444445555555555555555555555555555555555555555555555555555666666666666666666666666666666666666666666666666EUROPLEXUS30 MARCH     2021 DRAWING  1D6_FP_35-1- XPLFY                                             -2- XPLFZ                                                                        -3- XPUFY-4- XPUFZ                                             -5- XPPY                                                                         -6- XPPZTIME [S]    0.05.0E-041.0E-031.5E-032.0E-032.5E-033.0E-033.5E-03X [M]-5.E-04-4.E-04-3.E-04-2.E-04-1.E-04     0. 1.E-04 2.E-04 3.E-04 4.E-04 5.E-04111222333444555666EUROPLEXUS30 MARCH     2021 DRAWING  2D6_FP_35-1- DISPLFY                                           -2- DISPLFZ                                                                      -3- DISPUFY-4- DISPUFZ                                           -5- DISPPY                                                                       -6- DISPPZ-7- DISCEN                                            -8-                        TIME [S]    0.1.E-032.E-033.E-034.E-035.E-03DISP [M]-5.0E-05     0.0 5.0E-05 1.0E-04 1.5E-04 2.0E-04 2.5E-04 3.0E-04 3.5E-041112223344556677777788888Thursday 25th April, 2024 @ 17:10

in the caption of each picture. Note that, since the presusre raise times are not synchronized in these
simulations, the time at which failure is shown has only a qualitative meaning in indicating an early
or late failure. The time resolution of the snapshots is 0.2 ms, in order to keep the amount of data
stored on disk reasonable.

(a) D6 FP 15@5.0

(b) D6 P1 15@5.0

(c) D6 P2 15@5.0

(d) D6 P3 15@5.0

(e) D14 FP 15@5.0

(f) D14 P1 15@4.6

(g) D14 P2 15@5.0

(h) D14 P3 15@5.0

(i) D6 FP 15@5.0

(j) D6 S1 15@5.0

(k) D6 S2 15@5.0

(l) D6 S3 15@5.0

(m) D14 FP 15@5.0

(n) D14 S1 15@5.0

(o) D14 S2 15@3.8

(p) D14 S3 15@3.8

Figure 15: Element erosion patterns (on the initial conﬁguration) in the 15 bar cases.

The Figures 18 to 24 show the same results (ﬁnal erosion patterns) for each type of plate (FP, P1,

P2, P3, S1, S2 and S3, respectively).

14

Thursday 25th April, 2024 @ 17:10

(a) D6 FP 25@5.0

(b) D6 P1 25@3.0

(c) D6 P2 25@5.0

(d) D6 P3 25@5.0

(e) D14 FP 25@3.8

(f) D14 P1 25@3.0

(g) D14 P2 25@5.0

(h) D14 P3 25@5.0

(i) D6 FP 25@5.0

(j) D6 S1 25@3.6

(k) D6 S2 25@5.0

(l) D6 S3 25@3.2

(m) D14 FP 25@3.8

(n) D14 S1 25@3.6

(o) D14 S2 25@3.0

(p) D14 S3 25@2.2

Figure 16: Element erosion patterns (on the initial conﬁguration) in the 25 bar cases.

15

Thursday 25th April, 2024 @ 17:10

(a) D6 FP 35@5.0

(b) D6 P1 35@2.4

(c) D6 P2 35@2.8

(d) D6 P3 35@5.0

(e) D14 FP 35@1.8

(f) D14 P1 35@2.0

(g) D14 P2 35@2.8

(h) D14 P3 35@5.0

(i) D6 FP 35@5.0

(j) D6 S1 35@2.6

(k) D6 S2 35@2.6

(l) D6 S3 35@3.0

(m) D14 FP 35@1.8

(n) D14 S1 35@1.8

(o) D14 S2 35@2.6

(p) D14 S3 35@1.8

Figure 17: Element erosion patterns (on the initial conﬁguration) in the 35 bar cases.

16

Thursday 25th April, 2024 @ 17:10

(a) D6 FP 15@5.0

(b) D6 FP 25@5.0

(c) D6 FP 35@5.0

(d) D6 FP 60@5.0

(e) D14 FP 15@5.0

(f) D14 FP 25@3.8

(g) D14 FP 35@1.8

(h) D14 FP 60@5.0

Figure 18: Element erosion patterns (on the initial conﬁguration) in the FP cases.

(a) D6 P1 15@5.0

(b) D6 P1 25@3.0

(c) D6 P1 35@2.4

(d) D14 P1 15@4.6

(e) D14 P1 25@3.0

(f) D14 P1 35@2.0

Figure 19: Element erosion patterns (on the initial conﬁguration) in the P1 cases.

17

Thursday 25th April, 2024 @ 17:10

(a) D6 P2 15@5.0

(b) D6 P2 25@5.0

(c) D6 P2 35@2.8

(d) D14 P2 15@5.0

(e) D14 P2 25@5.0

(f) D14 P2 35@2.8

Figure 20: Element erosion patterns (on the initial conﬁguration) in the P2 cases.

(a) D6 P3 15@5.0

(b) D6 P3 25@5.0

(c) D6 P3 35@5.0

(d) D14 P3 15@5.0

(e) D14 P3 25@5.0

(f) D14 P3 35@5.0

Figure 21: Element erosion patterns (on the initial conﬁguration) in the P3 cases.

18

Thursday 25th April, 2024 @ 17:10

(a) D6 S1 15@5.0

(b) D6 S1 25@3.6

(c) D6 S1 35@2.6

(d) D14 S1 15@5.0

(e) D14 S1 25@3.6

(f) D14 S1 35@1.8

Figure 22: Element erosion patterns (on the initial conﬁguration) in the S1 cases.

(a) D6 S2 15@5.0

(b) D6 S2 25@5.0

(c) D6 S2 35@2.6

(d) D14 S2 15@3.8

(e) D14 S2 25@3.0

(f) D14 S2 35@2.6

Figure 23: Element erosion patterns (on the initial conﬁguration) in the S2 cases.

19

Thursday 25th April, 2024 @ 17:10

(a) D6 S3 15@5.0

(b) D6 S3 25@3.2

(c) D6 S3 35@3.0

(d) D14 S3 15@3.8

(e) D14 S3 25@2.2

(f) D14 S3 35@1.8

Figure 24: Element erosion patterns (on the initial conﬁguration) in the S3 cases.

20

Thursday 25th April, 2024 @ 17:10

3.5 Numerical simulations with GLIS

We repeat some Lagrangian simulation by using GLIS instead of PINB for the contact model. Recall
that, as shown in Section 3.3.4, GLIS does not require a stabilization period of the contact force.
Therefore, we shift the pressure signals presented in Section 3.2 so that the blast pressure reaches the
plate at time 0.1 ms, in order to avoid a waste of CPU time. This means that each signal is shifted to
the left by the corresponding time amount denoted trise in Table 2 minus 0.1 ms (the EPX input ﬁle to
perform this shifting is listed below). The shifted signals are shown in Figure 25 and are summarized
in Table 4.

Figure 25: The Eulerian pressure time functions shifted in time.

SHIFT_P_EUL
ECHO
*CONV WIN
LAGR CPLA
GEOM LIBR POIN 4 CAR1 1 TERM
1 0 1 1 0 1

0 0
1 2 3 4

MATE LINE RO 8000. YOUN 1.D11 NU 0.3

LECT 1 TERM
ECRI FICH ALIC FREQ 1
CALC TINI 0.0 TEND 1.0 NMAX 0
*=================================================================
SUIT
Post-treatment
ECHO
OPTI PRIN
RESU ALIC GARD PSCR
SORT GRAP
AXTE 1.0 ’Time [s]’
RCOU 5 ’Pressure’ FICH ’p77_05e.pun’ RENA ’p_05’
RCOU 15 ’Pressure’ FICH ’p77_15e.pun’ RENA ’p_15’

RCOU 25 ’Pressure’ FICH ’p77_25e.pun’ RENA ’p_25’
RCOU 35 ’Pressure’ FICH ’p77_35e.pun’ RENA ’p_35’
RCOU 60 ’Pressure’ FICH ’p77_60e.pun’ RENA ’p_60’
5 -3.02287E-3
!COUR 105 SHIF
!COUR 115 SHIF 15 -2.18319E-3
!COUR 125 SHIF 25 -1.30119E-3
!COUR 135 SHIF 35 -1.07553E-3
!COUR 160 SHIF 60 -1.60435E-3
COUR 105 ’p_05s’ SHIF
5 -2.92287E-3
COUR 115 ’p_15s’ SHIF 15 -2.08319E-3
COUR 125 ’p_25s’ SHIF 25 -1.20119E-3
COUR 135 ’p_35s’ SHIF 35 -0.97553E-3
COUR 160 ’p_60s’ SHIF 60 -1.50435E-3
TRAC 5 15 25 35 60 AXES 1.0 ’Pres [Pa]’ YZER XGRD YGRD
COLO BLEU TURQ VERT ROSE ROUG
TRAC 105 115 125 135 160 AXES 1.0 ’Pres [Pa]’ YZER XGRD YGRD
COLO BLEU TURQ VERT ROSE ROUG
PERF ’p77s.pun’
LIST 105 115 125 135 160 AXES 1.0 ’Pres [Pa]’ YZER XGRD YGRD
*=================================================================
FIN

File name

p77 05es.txt
p77 15es.txt
p77 25es.txt
p77 35es.txt
p77 60es.txt

p

5
15
25
35
60

trise
(ms)
0.10000
0.10000
0.10000
0.10000
0.10000

pmax
(bar)
2.60917
6.13616
8.33129
11.18180
15.27120

tmax
(ms)
0.14772
0.14788
0.15040
0.14530
1.27586

Table 4: The time-shifted Eulerian pressure ﬁles.

21

EUROPLEXUS 4 APRIL     2021 DRAWING  2SHIFT_P_EUL-1- P_05S                                             -2- P_15S                                                                        -3- P_25S-4- P_35S                                             -5- P_60S                  TIME [S]-5.0E-03     0.0 5.0E-03 1.0E-02 1.5E-02PRES [PA]-5.0E+05     0.0 5.0E+05 1.0E+06 1.5E+06 2.0E+061122233344445555Thursday 25th April, 2024 @ 17:10

Test
D6 FP 15
D14 FP 15
D6 P1 15
D14 P1 15
D6 P2 15
D14 P2 15
D6 P3 15
D14 P3 15
D6 S1 15
D14 S1 15
D6 S2 15
D14 S2 15
D6 S3 15
D14 S3 15
D6 FP 25
D14 FP 25
D6 P1 25
D14 P1 25
D6 P2 25
D14 P2 25
D6 P3 25
D14 P3 25
D6 S1 25
D14 S1 25
D6 S2 25
D14 S2 25
D6 S3 25
D14 S3 25
D6 FP 35
D14 FP 35
D6 P1 35
D14 P1 35
D6 P2 35
D14 P2 35
D6 P3 35
D14 P3 35
D6 S1 35
D14 S1 35
D6 S2 35
D14 S2 35
D6 S3 35
D14 S3 35
D6 FP 60
D14 FP 60

tﬁn
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0

Steps CPU (s) Eroded
—
9 733
39 686
—
6 919
39 686
86
10 426
39 686
476
8 977
39 687
—
10 879
39 685
—
7 280
39 686
—
14 265
38 510
—
7 787
36 840
264
14 908
39 685
344
10 187
39 794
56
29 742
104 408
16
13 266
83 675
44
14 438
59 331
98
9 744
58 523
—
12 741
39 686
—
9 862
39 686
468
19 888
39 687
500
14 871
39 987
2
13 749
39 686
—
10 217
39 686
—
20 433
39 685
—
9 184
37 298
482
18 333
39 686
494
12 684
39 686
310
53 070
107 086
42
19 870
84 201
172
23 143
59 242
616
15 793
59 187
—
17 180
39 686
—
7 199
39 686
470
19 574
39 687
498
13 312
40 829
892
20 754
39 829
8
8 346
39 686
54
20 429
40 803
20
10 371
37 914
500
20 018
39 686
542
13 670
39 687
521
69 603
109 838
682
42 619
95 176
904
39 204
61 376
928
23 785
67 323
—
21 700
39 686
—
10 750
39 686

Table 5: The Lagrangian simulations with GLIS contact.

3.6 Element erosion patterns with GLIS

The element erosion patterns obtained with GLIS are shown on the initial conﬁguration in Figure 26
for the 15 bar tests, in Figure 27 for the 25 bar tests and in Figure 28 for the 35 bar tests. For each
test, the pattern is shown not always at the ﬁnal time (3.0 ms in these calculations) but at the time
that the plate petals (if any) have rotated 90(cid:176) and start penetrating into the lateral walls of the lower
frame. This because the solution with a “follower” applied pressure is certainly non-physical after
that time, and because the numerical models do not include contact between the plate and the lateral
(or bottom) walls of the lower frame. The time at which each snapshot is taken is indicated in the
caption of each picture. The time resolution of the snapshots is 0.2 ms, in order to keep the amount
of data stored on disk reasonable.

The Figures 29 to 35 show the same results (last meaningful erosion patterns) for each type of

plate (FP, P1, P2, P3, S1, S2 and S3, respectively).

22

Thursday 25th April, 2024 @ 17:10

(a) D6 FP 15@3.0

(b) D6 P1 15@3.0

(c) D6 P2 15@3.0

(d) D6 P3 15@3.0

(e) D14 FP 15@3.0

(f) D14 P1 15@2.6

(g) D14 P2 15@3.0

(h) D14 P3 15@3.0

(i) D6 FP 15@3.0

(j) D6 S1 15@3.0

(k) D6 S2 15@3.0

(l) D6 S3 15@3.0

(m) D14 FP 15@3.0

(n) D14 S1 15@3.0

(o) D14 S2 15@3.0

(p) D14 S3 15@3.0

Figure 26: Element erosion patterns (on the initial conﬁguration) in the 15 bar cases with GLIS.

23

Thursday 25th April, 2024 @ 17:10

(a) D6 FP 25@3.0

(b) D6 P1 25@2.0

(c) D6 P2 25@3.0

(d) D6 P3 25@3.0

(e) D14 FP 25@3.0

(f) D14 P1 25@1.8

(g) D14 P2 25@3.0

(h) D14 P3 25@3.0

(i) D6 FP 25@3.0

(j) D6 S1 25@2.4

(k) D6 S2 25@3.0

(l) D6 S3 25@2.0

(m) D14 FP 25@3.0

(n) D14 S1 25@2.4

(o) D14 S2 25@3.0

(p) D14 S3 25@3.0

Figure 27: Element erosion patterns (on the initial conﬁguration) in the 25 bar cases with GLIS.

24

Thursday 25th April, 2024 @ 17:10

(a) D6 FP 35@3.0

(b) D6 P1 35@1.4

(c) D6 P2 35@2.0

(d) D6 P3 35@3.0

(e) D14 FP 35@3.0

(f) D14 P1 35@1.4

(g) D14 P2 35@3.0

(h) D14 P3 35@3.0

(i) D6 FP 35@3.0

(j) D6 S1 35@1.6

(k) D6 S2 35@1.8

(l) D6 S3 35@2.2

(m) D14 FP 35@3.0

(n) D14 S1 35@1.6

(o) D14 S2 35@1.8

(p) D14 S3 35@1.8

Figure 28: Element erosion patterns (on the initial conﬁguration) in the 35 bar cases with GLIS.

25

Thursday 25th April, 2024 @ 17:10

(a) D6 FP 15@3.0

(b) D6 FP 25@3.0

(c) D6 FP 35@3.0

(d) D6 FP 60@3.0

(e) D14 FP 15@3.0

(f) D14 FP 25@3.0

(g) D14 FP 35@3.0

(h) D14 FP 60@3.0

Figure 29: Element erosion patterns (on the initial conﬁguration) in the FP cases with GLIS.

(a) D6 P1 15@3.0

(b) D6 P1 25@2.0

(c) D6 P1 35@1.4

(d) D14 P1 15@2.6

(e) D14 P1 25@1.8

(f) D14 P1 35@1.4

Figure 30: Element erosion patterns (on the initial conﬁguration) in the P1 cases with GLIS.

26

Thursday 25th April, 2024 @ 17:10

(a) D6 P2 15@3.0

(b) D6 P2 25@3.0

(c) D6 P2 35@2.0

(d) D14 P2 15@3.0

(e) D14 P2 25@3.0

(f) D14 P2 35@3.0

Figure 31: Element erosion patterns (on the initial conﬁguration) in the P2 cases with GLIS.

(a) D6 P3 15@3.0

(b) D6 P3 25@3.0

(c) D6 P3 35@3.0

(d) D14 P3 15@3.0

(e) D14 P3 25@3.0

(f) D14 P3 35@3.0

Figure 32: Element erosion patterns (on the initial conﬁguration) in the P3 cases with GLIS.

27

Thursday 25th April, 2024 @ 17:10

(a) D6 S1 15@3.0

(b) D6 S1 25@2.4

(c) D6 S1 35@1.6

(d) D14 S1 15@3.0

(e) D14 S1 25@2.4

(f) D14 S1 35@1.6

Figure 33: Element erosion patterns (on the initial conﬁguration) in the S1 cases with GLIS.

(a) D6 S2 15@3.0

(b) D6 S2 25@3.0

(c) D6 S2 35@1.8

(d) D14 S2 15@3.0

(e) D14 S2 25@3.0

(f) D14 S2 35@1.8

Figure 34: Element erosion patterns (on the initial conﬁguration) in the S2 cases with GLIS.

28

Thursday 25th April, 2024 @ 17:10

(a) D6 S3 15@3.0

(b) D6 S3 25@2.0

(c) D6 S3 35@2.2

(d) D14 S3 15@3.0

(e) D14 S3 25@3.0

(f) D14 S3 35@1.8

Figure 35: Element erosion patterns (on the initial conﬁguration) in the S3 cases with GLIS.

29

Thursday 25th April, 2024 @ 17:10

4 Concluding remarks and future work

This report presented a series of EUROPLEXUS numerical simulations of experiments on solid and
perforated steel plates conducted in the SIMLab Shock Tube Facility of the Norwegian University of
Science and Technology in Trondheim, Norway.

The numerical simulations concerned blast-like loading (in the SSTF shock tube) of thin steel
plates without or with pre-formed square holes or slits. Two grades of steel material (Docol 600 and
Docol 1400, respectively) were considered. An extensive series of uncoupled (Lagrangian) simulations
including only the structural parts were carried out with two alternative models for the contact
between the plates and the clamping frames, namely the pinball model (PINB) or the sliding surfaces
model (GLIS).

The presence of initial defects triggers the formation and propagation of cracks, eventually leading
to complete failure of the plate (for suﬃciently high ﬁring pressures). Adaptive Mesh Reﬁnement
(AMR) was used in the plate in order to predict the onset of cracks and their propagation, in con-
junction with element erosion based on the damage criterion in the steel material law.

In a subsequent study [21] which is still ongoing, the results obtained in the present work (in
particular those concerning the best contact model to be used for this type of simulations) will be
used to carry out the corresponding series of much more complex, fully coupled simulations, including
both the structure and the ﬂuid in order to study the eﬀects of Fluid-Structure Interaction (FSI).

No attempt was made here to compare the present numerical results against the experiments,
because previous experience suggests that the results of uncoupled simulations are not particularly
accurate, with a general tendency to overestimate structural damage. Still, the calibration and veri-
ﬁcation of the structural models obtained here is fundamental for the subsequent set of fully coupled
(FSI) simulations to be performed, where a much better accuracy is expected in comparison with the
experiments.

30

Thursday 25th April, 2024 @ 17:10

References

[1] EUROPLEXUS User’s Manual, on-line version: http://europlexus.jrc.ec.europa.eu.

[2] Cast3m Software: http://www-cast3m.cea.fr/.

[3] ParaView Software: https://www.paraview.org/.

[4] B.S. Elveli, M.D. Iddberg, T. Børvik, V. Aune. On the strength–ductility trade-oﬀ in thin blast-
loaded steel plates with and without initial defects – An experimental study. Thin-Walled Struc-
tures 171 (2022), 108787.

[5] V. Aune, G. Valsamos, F. Casadei, M. Larcher, M. Langseth, T. Børvik. Inelastic response of
thin aluminium plates exposed to blast loading. Extended abstract of oral presentation at the 1st
International Conference on Impact Loading of Structures and Materials, ICILSM 2016, Turin,
Italy, 22–26 May 2016.
345 -- Pdf/2016/ICILSM2016/As Published/Extended/011.pdf

[6] F. Casadei, V. Aune, F. Daude, P. Galon, G. Valsamos, M. Larcher. Shock tube tests with coupled
1D-3D models in EUROPLEXUS. JRC Technical Report, PUBSY No. JRC101011, EUR Report
27890 EN, 2016.
347 -- Pdf/2015/1D-3D/Report/Front/JRC101011 fullrep1d3d.pdf

[7] V. Aune, G. Valsamos, F. Casadei, M. Larcher, M. Langseth, T. Børvik. Numerical study on
the structural response of blast-loaded thin aluminium and steel plates. International Journal of
Impact Engineering 99 (2016), 131–144.
359 -- Pdf/2016/NTNU Paper AIRB/As Published/1-s2.0-S0734743X16302482-main.pdf

[8] V. Aune, G. Valsamos, F. Casadei, M. Langseth, T. Børvik. On the dynamic response of blast-
loaded steel plates with and without pre-formed holes. International Journal of Impact Engineering
108 (2017), 27–46.
360 -- Pdf/2016/NTNU Paper Special Issue/FSI SSTF Perforated plates/Paper/Part 1/Published/

1-s2.0-S0734743X1631082X-main.pdf

[9] F. Casadei, V. Aune, G. Valsamos, M. Larcher. Contact detection by pseudo-nodal pinballs with
mesh adaptivity in EUROPLEXUS. JRC Technical Report, PUBSY No. JRC112048, 2018.
372 -- Pdf/2017/Vegard Aune 2017/01 MirrorPlanes/Report/Front/Req JRC112048.pdf

[10] V. Aune, G. Valsamos, F. Casadei, M. Larcher, M. Langseth, T. Børvik. Use of damage-based
mesh adaptivity to predict ductile failure in blast-loaded aluminium plates. International Confer-
ence on Dynamic Fracture of Ductile Materials, Dynfrac 2017, DYMAT 23rd Technical Meeting,
12-14 September 2017, Trondheim, Norway. Also in Procedia Engineering 197 (2017) 3-12.
373 -- Pdf/2017/Dymat Trondheim/Procedia/Final/Aune et al DYMAT Procedia 2017c.pdf

[11] F. Casadei, G. Valsamos, M. Larcher, V. Aune. Characterization of a shock tube facility by

EUROPLEXUS. JRC Technical Report, PUBSY No. JRC112051, 2018.
379 -- Pdf/2017/Vegard JRC/ShockTube/Report/Front/Req JRC112051.pdf

[12] F. Casadei, M. Larcher, G. Valsamos, V. Aune. A solution mapping algorithm in EUROPLEXUS.

JRC Technical Report, PUBSY No. JRC112052, EUR Report 29259 EN, 2018.
380 -- Pdf/2018/NTNU Mapping 3D/Report/Front/Req JRC112052.pdf

[13] V. Aune, F. Casadei, G. Valsamos, M. Langseth, T. Børvik. A shock tube used to study the
dynamic response of blast-loaded plates. Presented at 18th International Conference on Ex-
perimental Mechanics (ICEM18), Brussels 1–5 July 2018. Also in Proceedings, 2 (2018) 503,
doi:10.3390/ICEM18-05395.
381 -- Pdf/2018/ICEM2018/Proceedings/proceedings-02-00503-v2.pdf

31

Thursday 25th April, 2024 @ 17:10

[14] V. Aune, G. Valsamos, F. Casadei, M. Langseth, T. Børvik. Fluid-structure interaction eﬀects
during the dynamic response of clamped thin steel plates exposed to blast loading. International
Journal of Mechanical Sciences 106263, 2021.
406 -- Pdf/2020/NTNU Paper FSI/Online/Aune et al 2021 IJMS.pdf

[15] V. Aune, G. Valsamos, F. Casadei, M. Langseth, T. Børvik. Inﬂuence of ﬂuid-structure interac-
tion eﬀects on the ductile fracture of blast-loaded steel plates. Submitted to the 13th International
Conference on Mechanical and Physical Behaviour of Materials Under Dynamic Loading, Madrid,
20–24 September 2021.
409 -- Pdf/2021/DYMAT Madrid/As Accepted/epjconf210392 sub.pdf

[16] F. Casadei, G. Valsamos, M. Larcher, V. Aune. A database of EUROPLEXUS numerical models
for the simulation of the NTNU shock tube and other test facilities. JRC Technical Report,
PUBSY No. JRC124311, 2021.
419 -- Pdf/2021/NTNU Database/Report/Front/Req JRC124311.pdf

[17] V. Aune, G. Valsamos, F. Casadei. Coupled Simulations of Extreme Fluid-Structure Dynamics.
Proceedings of the X International Conference of Computational Methods for Coupled Problems
in Science and Engineering, COUPLED PROBLEMS 2023, M. Papadrakakis, B. Schreﬂer and
E. O˜nate (Eds), Chania, Crete, Greece, 5-7 June 2023.
424 -- Pdf/2023/COUPLED2023/Full Paper/As Submitted/

ECCOMAS PROCEEDINGS COUPLED2023 IS31 Aune Valsamos Casadei.pdf

[18] F. Casadei, G. Valsamos, M. Larcher, M. Kristoﬀersen. Numerical simulation of blasts in steel
and concrete pipes with EUROPLEXUS. JRC Technical Report, PUBSY No. JRC132490, 2023.
427 -- Pdf/2021/Martin Kristoffersen 2021/Report/Front/Req JRC132490.pdf

[19] M. Kristoﬀersen, F. Casadei, G. Valsamos, M. Larcher, K.O. Hauge, A. Minoretti, T. Børvik.
Conﬁned blast loading: Experiments and simulations of internal detonations. Paper submitted
to Computers and Structures, 2023.
430 -- Pdf/2022/MK 2022 Paper/As Submitted/Confined blast loading.pdf

[20] F. Casadei, G. Valsamos, M. Larcher, V. Aune. Simulation of blast-loaded thin steel plates with
slits by EUROPLEXUS. JRC Technical Report, PUBSY No. JRC134674, EUR 31650 EN, doi
10.2760/016742, 2023.
437 -- Pdf/2023/COUPLED2023/Full Paper/Report/Front/JRC134674.pdf

[21] F. Casadei, G. Valsamos, M. Larcher, V. Aune. Uncoupled and coupled simulations of blast-loaded
thin steel plates with various types of slits by EUROPLEXUS. JRC Technical Report, PUBSY
No. JRCxxxxxx, in preparation, 2024.
724 -- Pdf/2024/VA 2024/Report/Slits2024.pdf

32

Thursday 25th April, 2024 @ 17:10

List of Tables

1
2
3
4
5

The map ﬁles (from [16]).
Some characteristics of the Eulerian pressure ﬁles (from [16]).
The Lagrangian simulations with PINB contact.
The time-shifted Eulerian pressure ﬁles.
The Lagrangian simulations with GLIS contact.

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . .

5
6
7
21
22

33

Thursday 25th April, 2024 @ 17:10

List of Figures

The test matrix (from [4]). Note that the pressure is actually in bar, not in MPa. . . .
1
Fluid state distributions along the tube in the various map ﬁles (from [16]).
. . . . . .
2
The Eulerian pressure time functions (from [16]).
. . . . . . . . . . . . . . . . . . . . .
3
Element erosion pattern (on the initial conﬁguration) in case D6 P2 35.
4
. . . . . . . .
Applied pressure on real plate geometry in case D6 P2 35. . . . . . . . . . . . . . . . .
5
6
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Results of case D6 P2 35 New.
7 Monitored points in case D6 P2 35. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
8 Motion of monitored points in case D6 P2 35 New (with damping). . . . . . . . . . . .
9
Further results of case D6 P2 35 New (with damping). . . . . . . . . . . . . . . . . . .
10 Motion of monitored points in case D6 P2 35 New (without damping). . . . . . . . . .
. . . . . . . . . . . . . . . .
11 Further results of case D6 P2 35 New (without damping).
12 Comparison of central plate displacement with and without damping.
. . . . . . . . .
13 Results of case D6 FP 35 (with GLIS and no damping).
. . . . . . . . . . . . . . . . .
14 Further results of case D6 FP 35 (with GLIS and no damping).
. . . . . . . . . . . . .
15 Element erosion patterns (on the initial conﬁguration) in the 15 bar cases. . . . . . . .
16 Element erosion patterns (on the initial conﬁguration) in the 25 bar cases. . . . . . . .
17 Element erosion patterns (on the initial conﬁguration) in the 35 bar cases. . . . . . . .
18 Element erosion patterns (on the initial conﬁguration) in the FP cases. . . . . . . . . .
19 Element erosion patterns (on the initial conﬁguration) in the P1 cases. . . . . . . . . .
20 Element erosion patterns (on the initial conﬁguration) in the P2 cases. . . . . . . . . .
21 Element erosion patterns (on the initial conﬁguration) in the P3 cases. . . . . . . . . .
. . . . . . . . .
22 Element erosion patterns (on the initial conﬁguration) in the S1 cases.
. . . . . . . . .
23 Element erosion patterns (on the initial conﬁguration) in the S2 cases.
24 Element erosion patterns (on the initial conﬁguration) in the S3 cases.
. . . . . . . . .
25 The Eulerian pressure time functions shifted in time. . . . . . . . . . . . . . . . . . . .
26 Element erosion patterns (on the initial conﬁguration) in the 15 bar cases with GLIS. .
27 Element erosion patterns (on the initial conﬁguration) in the 25 bar cases with GLIS. .
28 Element erosion patterns (on the initial conﬁguration) in the 35 bar cases with GLIS. .
29 Element erosion patterns (on the initial conﬁguration) in the FP cases with GLIS. . . .
30 Element erosion patterns (on the initial conﬁguration) in the P1 cases with GLIS. . . .
31 Element erosion patterns (on the initial conﬁguration) in the P2 cases with GLIS. . . .
32 Element erosion patterns (on the initial conﬁguration) in the P3 cases with GLIS. . . .
33 Element erosion patterns (on the initial conﬁguration) in the S1 cases with GLIS. . . .
34 Element erosion patterns (on the initial conﬁguration) in the S2 cases with GLIS. . . .
35 Element erosion patterns (on the initial conﬁguration) in the S3 cases with GLIS. . . .

4
5
6
8
9
9
10
10
11
11
11
12
13
13
14
15
16
17
17
18
18
19
19
20
21
23
24
25
26
26
27
27
28
28
29

34

Thursday 25th April, 2024 @ 17:10

List of abbreviations and deﬁnitions

Commissariat `a l’Energie Atomique
European Commission
EUROPLEXUS software [1]
Joint Research Centre

CEA
EC
EPX
JRC
NTNU Norwegian University of Science and Technology, Trondheim
SSTF

SIMLab Shock Tube Facility, Trondheim

35

Thursday 25th April, 2024 @ 17:10

Appendix I — Input ﬁles with PINB contact

All the input ﬁles with the PINB contact model used in the previous Sections are listed below.

D14 FP 15.epx

D14_FP_15
ECHO
!CONV win
CAST ’FP.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_15e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D14 FP 25.epx

D14_FP_25
ECHO
!CONV win
CAST ’FP.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_25e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

LECT plate TERM

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT uframe TERM

LECT presur TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

36

Thursday 25th April, 2024 @ 17:10

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D14 FP 35.epx

D14_FP_35
ECHO
!CONV win
CAST ’FP.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM

CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D14 FP 60.epx

D14_FP_60
ECHO
!CONV win
CAST ’FP.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_60e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

37

Thursday 25th April, 2024 @ 17:10

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LINK DECO

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D14 P1 15.epx

D14_P1_15
ECHO
!CONV win
CAST ’P1.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_15e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D14 P1 25.epx

D14_P1_25
ECHO
!CONV win
CAST ’P1.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_25e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6

38

Thursday 25th April, 2024 @ 17:10

RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D14 P1 35.epx

D14_P1_35
ECHO
!CONV win
CAST ’P1.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0

D14 P2 15.epx

D14_P2_15
ECHO
!CONV win
CAST ’P2.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_15e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

39

Thursday 25th April, 2024 @ 17:10

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_25e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LINK DECO

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D14 P2 25.epx

D14_P2_25
ECHO
!CONV win
CAST ’P2.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D14 P2 35.epx

D14_P2_35
ECHO
!CONV win
CAST ’P2.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM

40

Thursday 25th April, 2024 @ 17:10

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

COND NEAR POIN 0.0 0.0 0.0

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_15e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D14 P3 15.epx

D14_P3_15
ECHO
!CONV win
CAST ’P3.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM

D14 P3 25.epx

D14_P3_25
ECHO
!CONV win
CAST ’P3.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

41

Thursday 25th April, 2024 @ 17:10

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_25e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D14 P3 35.epx

D14_P3_35
ECHO
!CONV win
CAST ’P3.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6

D14 S1 15.epx

D14_S1_15
ECHO
!CONV win
CAST ’S1.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

42

Thursday 25th April, 2024 @ 17:10

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_15e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_25e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LINK DECO

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D14 S1 25.epx

D14_S1_25
ECHO
!CONV win
CAST ’S1.msh’ spec
EROS 1.0 CROI

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D14 S1 35.epx

43

Thursday 25th April, 2024 @ 17:10

D14_S1_35
ECHO
!CONV win
CAST ’S1.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D14 S2 15.epx

D14_S2_15
ECHO
!CONV win
CAST ’S2.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CL3T 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur ppqua4
CL3T pptri3

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_15e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LINK DECO

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

44

Thursday 25th April, 2024 @ 17:10

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D14 S2 25.epx

D14_S2_25
ECHO
!CONV win
CAST ’S2.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CL3T 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur ppqua4
CL3T pptri3

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_25e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D14 S2 35.epx

D14_S2_35
ECHO
!CONV win
CAST ’S2.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CL3T 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur ppqua4
CL3T pptri3

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT preplat TERM

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

45

Thursday 25th April, 2024 @ 17:10

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D14 S3 15.epx

D14_S3_15
ECHO
!CONV win
CAST ’S3.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CL3T 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur ppqua4
CL3T pptri3

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_15e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D14 S3 25.epx

D14_S3_25
ECHO
!CONV win
CAST ’S3.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CL3T 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur ppqua4
CL3T pptri3

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_25e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1

46

Thursday 25th April, 2024 @ 17:10

LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT preplat TERM

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D14 S3 35.epx

D14_S3_35
ECHO
!CONV win
CAST ’S3.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CL3T 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur ppqua4
CL3T pptri3

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D6 FP 15.epx

D6_FP_15
ECHO
!CONV win
CAST ’FP.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_15e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7

47

Thursday 25th April, 2024 @ 17:10

PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D6 FP 15f.epx

D6_FP_15F
ECHO
!CONV WIN
RESU SPLI ALIC ’D6_FP_15.ali’ GARD PSCR
COMP COUL GR80 LECT plate TERM
SORT VISU NSTO 26
PLAY
CAME
!

7.07107E-01 0.00000E+00 -7.07107E-01 0.00000E+00

1 EYE -1.85740E+00 2.10571E-03 2.10571E-03

Q
VIEW 1.00000E+00 0.00000E+00 2.05103E-10
RIGH -2.05103E-10 0.00000E+00 1.00000E+00
UP
1.00000E+00 0.00000E+00
FOV

0.00000E+00
2.48819E+01

!NAVIGATION MODE: ROTATING CAMERA
!CENTER : -2.25515E-03 2.10571E-03 2.10571E-03
!RSPHERE: 4.63787E-01
!RADIUS : 1.85515E+00
!ASPECT : 1.00000E+00
: 1.39136E+00
!NEAR
!FAR
: 2.78272E+00
SCEN GEOM NAVI FREE

LINE HEOU SFRE

SLER CAM1 1 NFRA 1
FREQ 1
TRAC DEFO AMPD 0.0 OFFS SIZE 1200 1200 FICH BMP

OBJE LECT plate TERM
SYXY SYXZ ! TOLS 1.E-2
NFAI ADAP REND

ENDPLAY
FIN

D6 FP 25.epx

D6_FP_25
ECHO
!CONV win
CAST ’FP.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000

Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_25e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D6 FP 35.epx

D6_FP_35
ECHO
!CONV win

48

Thursday 25th April, 2024 @ 17:10

CAST ’FP.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D6 FP 60.epx

D6_FP_60
ECHO
!CONV win
CAST ’FP.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_60e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01

49

Thursday 25th April, 2024 @ 17:10

QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D6 P1 15.epx

D6_P1_15
ECHO
!CONV win
CAST ’P1.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_15e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D6 P1 25.epx

D6_P1_25
ECHO
!CONV win
CAST ’P1.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_25e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LINK DECO

LECT uframe TERM

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM

50

Thursday 25th April, 2024 @ 17:10

ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D6 P1 35.epx

D6_P1_35
ECHO
!CONV win
CAST ’P1.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D6 P2 15.epx

D6_P2_15
ECHO
!CONV win
CAST ’P2.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_15e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LINK DECO

LECT uframe TERM

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT nplate TERM

LECT lframeb TERM

51

Thursday 25th April, 2024 @ 17:10

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LINK DECO

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D6 P2 25.epx

D6_P2_25
ECHO
!CONV win
CAST ’P2.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_25e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D6 P2 35.epx

D6_P2_35
ECHO
!CONV win
CAST ’P2.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

52

Thursday 25th April, 2024 @ 17:10

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D6 P3 15.epx

D6_P3_15
ECHO
!CONV win
CAST ’P3.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_15e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D6 P3 25.epx

D6_P3_25
ECHO
!CONV win
CAST ’P3.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_25e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0

53

Thursday 25th April, 2024 @ 17:10

TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D6 P3 35.epx

D6_P3_35
ECHO
!CONV win
CAST ’P3.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0

TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D6 S1 15.epx

D6_S1_15
ECHO
!CONV win
CAST ’S1.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_15e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

54

Thursday 25th April, 2024 @ 17:10

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_25e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LINK DECO

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D6 S1 25.epx

D6_S1_25
ECHO
!CONV win
CAST ’S1.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D6 S1 35.epx

D6_S1_35
ECHO
!CONV win
CAST ’S1.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM

55

Thursday 25th April, 2024 @ 17:10

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

COND NEAR POIN 0.0 0.0 0.0

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D6 S2 15.epx

D6_S2_15
ECHO
!CONV win
CAST ’S2.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CL3T 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur ppqua4
CL3T pptri3

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_15e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D6 S2 25.epx

D6_S2_25
ECHO
!CONV win
CAST ’S2.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CL3T 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate

56

Thursday 25th April, 2024 @ 17:10

CL3D presur ppqua4
CL3T pptri3

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_25e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D6 S2 35.epx

D6_S2_35
ECHO
!CONV win
CAST ’S2.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CL3T 20000
PMAT 50000

NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur ppqua4
CL3T pptri3

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D6 S3 15.epx

D6_S3_15
ECHO
!CONV win
CAST ’S3.msh’ spec
EROS 1.0 CROI
TRID LAGR

57

Thursday 25th April, 2024 @ 17:10

DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CL3T 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur ppqua4
CL3T pptri3

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_15e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D6 S3 25.epx

D6_S3_25
ECHO
!CONV win
CAST ’S3.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CL3T 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur ppqua4
CL3T pptri3

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_25e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST

58

Thursday 25th April, 2024 @ 17:10

ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

D6 S3 35.epx

D6_S3_35
ECHO
!CONV win
CAST ’S3.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CL3T 20000
PMAT 50000
NPIN 50000

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
PMAT nplate
CL3D presur ppqua4
CL3T pptri3

TERM
COMP EPAI 0.8E-3 LECT plate nplate TERM

GROU 5 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’plaEdg’ LECT plate DIFF pp1 TERM
COND YB LT 0.16
COND ZB LT 0.16

’nplatmp’ LECT nplate TERM

COND YB LT 0.16
COND ZB LT 0.16

’nplalim’ LECT nplate DIFF nplatmp TERM
’prec’

LECT preplat TERM
COND NEAR POIN 0.0 0.0 0.0

NGRO 4 ’blox’ LECT lframeb TERM COND X GT 0.0253

’symy’ LECT spec TERM COND Y LT 0.0001
’symz’ LECT spec TERM COND Z LT 0.0001
’cen’ LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
ROSE LECT plaEdg TERM
ROUG LECT nplalim TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35e.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT plate TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

MASS 0.0 YOUN 2.1E11 NU 0.33

LECT nplate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

OPTI PINS ASN
LINK COUP SPLT NONE

BLOQ 123 LECT blox TERM
CONT SPLA NX 0 NY 1 NZ 0 LECT symy TERM
CONT SPLA NX 0 NY 0 NZ 1 LECT symz TERM

LINK DECO

PINB PENA SFAC 1.0

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT lframeb TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DMIN 0.0004

LECT uframe TERM

BODY FROT MUST 0.5 MUDY 0.5 GAMM 0 DIAM 0.0004 ADNP

LECT nplate TERM

EXCL PAIR 1 2

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM

ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
PINS GRID DPIN 1.01
QUASI STATIQUE 1000. 0.7 FROM 0.0 UPTO 0.5e-3

CALC TINI 0 TEND 5.0E-3 TFAI 2.0E-8
FIN

FP.dgibi

*$$$$ PX4CIR3D
*
* Pour generer le maillage 3D (plan) d’un quart de cercle
* avec seulement des quadrilateres a 4 noeuds.
* Le quart de cercle est defini par les deux extremes
* d’un arc (de 90 degrees), par le centre du cercle
* et par un autre point qui definit l’axe de rotation
* (axe perpendiculaire au plan du cercle, passant pour son centre).
*
* Input:
* =====
* P1 = premiere extremite de l’arc
* P2 = deuxieme extremite de l’arc
* PC = centre de l’arc
* PZ = autre point de l’axe
* N
* TOL= tolerance pour l’elimination des noeuds doubles
*
* Output:
* ======
* SUR = objet MAILLAGE d’elements de type QUA4
* IER = 0: pas d’erreur, .NE.0: erreur dans la generation de SUR
*
’DEBPROC’ PX4CIR3D P1*’POINT’ P2*’POINT’ PC*’POINT’ PZ*’POINT’

= nombre de mailles a generer sur chaque cote (doit etre pair)

N*’ENTIER’ TOL*’FLOTTANT’;

*------------------------------------------------------------------
*
ier=0;
n2 = n / 2;
p0 = 0 0 0;
pm1 = p1 plus p0;
depl pm1 tour 45 pc pz;
pm2 = 0.5*(pc plus p2);
pm3 = 0.5*(pc plus p1);
pm = 0.5*(pc plus pm1);
c1a = cerc n2 p1 pc pm1;
c1b = cerc n2 pm1 pc p2;
c2a = droi n2 p2 pm2;
c2b = droi n2 pm2 pc;
c3a = droi n2 pc pm3;
c3b = droi n2 pm3 p1;
c4a = droi n2 pm pm1;
c4b = droi n2 pm pm2;
c4c = droi n2 pm pm3;
sur1 = dall plan c4c c3b c1a (inve c4a);
sur2 = dall plan c4a c1b c2a (inve c4b);
sur3 = dall plan c2b c3a (inve c4c) c4b;
sur = sur1 et sur2 et sur3;
*
elim tol sur;
*
’FINPROC’ sur ier;
************************************************************************
opti echo 1;
opti dime 3 elem cub8;
opti sauv form ’FP.msh’;
opti trac psc ftra ’FP_mesh.ps’;
*
* upper frame
*
ref = 2;
*
tol = 1.E-5;
p0 = 0 0 0;
pz = 0 0 1;
p1 = 0.150 0 0;
dhole = 0.025;
rhole = dhole / 2.0;
dhext = 0.045;
rhext = dhext / 2.0;
p2 = (0.260 - rhext) 0 0;
p3 = (0.260 + rhext) 0 0;
p4 = 0.325 0 0;
p5 = p4 tour 45.0 p0 pz;
p6 = p3 tour 45.0 p0 pz;
p7 = p2 tour 45.0 p0 pz;
p8 = 0.150 0.150 0;
*
c1 = p1 d (9*ref) p2;
pc1 = 0.260 0 0;
pz1 = pc1 plus pz;
p2b = p3 tour 90.0 pc1 pz1;
c2 = p2 c (2*ref) pc1 p2b c (2*ref) pc1 p3;
c3 = p3 d (4*ref) p4;
c4 = p4 c (13*ref) p0 p5;
c5 = p5 d (3*ref) p6;

59

Thursday 25th April, 2024 @ 17:10

pc2 = pc1 tour 45.0 p0 pz;
pz2 = pc2 plus pz;
p6b = p7 tour 90.0 pc2 pz2;
c6 = p6 c (2*ref) pc2 p6b c (2*ref) pc2 p7;
c7 = p7 d (3*ref) p8;
* attention, following line should not use ref!
c8 = p8 d 25 p1;
*
cc0 = c1 et c2 et c3 et c4 et c5 et c6 et c7 et c8;
elim tol cc0;
*
c9a = c2 tour 15.0 p0 pz;
c9b = c6 tour (0 - 30.0) p0 pz;
c9 = elim tol (c9a et c9b);
c10 = c9 tour 15.0 p0 pz;
cc = cc0 et c9 et c10;
*
bas1 = surf cc plan;
bas1 = orie bas1 dire pz;
*
c11 = ((0.260 + rhole) 0 0) d (1*ref) p3;
pre1 = c11 rota (4*ref) 180.0 pc1 pz1;
pre2a = pre1 tour 15.0 p0 pz;
pc3 = pc1 tour 15.0 p0 pz;
pre2b = pre2a tour 180.0 pc3 (pc3 plus pz);
pre2 = pre2a et pre2b;
pre3 = pre2 tour 15.0 p0 pz;
pre4 = pre2b tour 30.0 p0 pz;
baspr = pre1 et pre2 et pre3 et pre4;
baspr = orie baspr dire pz;
elim tol (bas1 et baspr);
*
bas2 = bas1 syme plan p8 p5 (p8 plus pz);
baspr2 = baspr syme plan p8 p5 (p8 plus pz);
bas = bas1 et baspr et bas2 et baspr2;
elim tol bas;
bas = orie bas dire pz;
trac bas;
*
gap = 0.0008;
gap2 = gap / 2.0;
ubas = bas plus (0 0 gap2);
thu = 0.025;
uframe = ubas volu tran (3) (0 0 thu);
trac cach uframe;
*
* plate
*
dpla = 0.3;
rpla = 0.5 * dpla;
*
p0s = 0 0 0;
p1s = rpla 0 0;
p2s = rpla rpla 0;
p3s = 0 rpla 0;
*
nrp = 25;
*
c1s = p0s d nrp p1s;
c2s = p1s d nrp p2s;
c3s = p2s d nrp p3s;
c4s = p3s d nrp p0s;
placen = dall c1s c2s c3s c4s plan;
trac qual placen;
*
p4p = 0.3125 0 0;
c3p = p3 d (3*ref) p4p;
p5p = 0.3125 0.3125 0;
c4p = p4p d (16*ref) p5p;
c5p = p5p d (9*ref) p6;
cc0p = c1 et c2 et c3p et c4p et c5p et c6 et c7 et c8;
*
ccp = cc0p et c9 et c10;
elim tol ccp;
*
bas1p = surf ccp plan;
bas1p = orie bas1p dire pz;
bas2p = bas1p syme plan p8 p5 (p8 plus pz);
plate = bas1p et baspr et bas2p et baspr2 et placen;
elim tol plate;
plate = orie plate dire pz;
trac plate;
trac cach (uframe et plate);
*
* lower frame with bolts
*
dbolt = 0.0245;
rbolt = dbolt / 2.0;
*
lpb = (0.260 + rbolt) 0 0;
c11 = lpb d (1*ref) p3;
lpre1 = c11 rota (4*ref) 180.0 pc1 pz1;
lpre2a = lpre1 tour 15.0 p0 pz;
lpre2b = lpre2a tour 180.0 pc3 (pc3 plus pz);
lpre2 = lpre2a et lpre2b;
lpre3 = lpre2 tour 15.0 p0 pz;
lpre4 = lpre2b tour 30.0 p0 pz;
lbaspr = lpre1 et lpre2 et lpre3 et lpre4;
lbaspr = orie lbaspr dire pz;
elim tol (bas1 et lbaspr);
*
lbaspr2 = lbaspr syme plan p8 p5 (p8 plus pz);

lbas = bas1 et lbaspr et bas2 et lbaspr2;
elim tol lbas;
lbas = orie lbas dire pz;
trac lbas;
*
thl = 0.025;
lobas = lbas plus (0 0 (0 - gap2 - thl));
lframe = lobas volu tran (3) (0 0 thl);
trac cach lframe;
trac cach (uframe et lframe);
trac cach (uframe et plate et lframe);
*
lpb2 = lpb tour 90.0 pc1 pz1;
sur11 ier = PX4CIR3D lpb lpb2 pc1 pz1 (2*ref) 1.E-3;
sur12 = sur11 tour 90.0 pc1 pz1;
sur1 = sur11 et sur12;
elim tol sur1;
sur1 = orie sur1 dire pz;
*
sur2a = sur1 tour 30.0 p0 pz;
sur1s = sur1 syme plan pc1 lpb pz1;
sur1s = orie sur1s dire pz;
sur2b = sur1s tour 30.0 p0 pz;
sur2 = sur2a et sur2b;
elim tol sur2;
sur2 = orie sur2 dire pz;
sur3 = sur2 tour 30.0 p0 pz;
sur4 = sur1s tour 90.0 p0 pz;
sur1 = sur1 plus (0 0 (0 - gap2 - thl));
sur2 = sur2 plus (0 0 (0 - gap2 - thl));
sur3 = sur3 plus (0 0 (0 - gap2 - thl));
sur4 = sur4 plus (0 0 (0 - gap2 - thl));
*
hbolt = 0.06;
hboltu = hbolt - thl;
*
bolt1a = sur1 volu tran (3) (0 0 thl);
bolt1b = (sur1 plus (0 0 thl)) volu tran (4) (0 0 hboltu);
bolt1 = bolt1a et bolt1b;
elim tol (bolt1 et lframe);
bolt2a = sur2 volu tran (3) (0 0 thl);
bolt2b = (sur2 plus (0 0 thl)) volu tran (4) (0 0 hboltu);
bolt2 = bolt2a et bolt2b;
elim tol (bolt2 et lframe);
bolt3a = sur3 volu tran (3) (0 0 thl);
bolt3b = (sur3 plus (0 0 thl)) volu tran (4) (0 0 hboltu);
bolt3 = bolt3a et bolt3b;
elim tol (bolt3 et lframe);
bolt4a = sur4 volu tran (3) (0 0 thl);
bolt4b = (sur4 plus (0 0 thl)) volu tran (4) (0 0 hboltu);
bolt4 = bolt4a et bolt4b;
elim tol (bolt4 et lframe);
bolts = bolt1 et bolt2 et bolt3 et bolt4;
lframeb = lframe et bolts;
elim tol lframeb;
trac cach lframeb;
trac cach (lframeb et plate);
trac cach (lframeb et plate et uframe);
*
* pressurized clamping surfaces
*
presa = pre1 plus (0 0 (gap2 + thu));
presa = presa orie dire pz;
presb = pre3 plus (0 0 (gap2 + thu));
presb = presb orie dire pz;
presc = presb tour 30.0 p0 pz;
presd = (presa tour 90.0 p0 pz) syme plan p0 (0 1 0) pz;
presd = presd orie dire pz;
presur = presa et presb et presc et presd;
elim tol (presur et uframe);
trac cach (presur et uframe);
*
preplat = placen coul roug;
trac cach (plate et preplat);
*
oubl tol;
oubl p0;
oubl pz;
oubl p1;
oubl dhole;
oubl rhole;
oubl dext;
oubl rext;
oubl p2;
oubl p3;
oubl p4;
oubl p5;
oubl p6;
oubl p7;
oubl p8;
oubl c1;
oubl pc1;
oubl pz1;
oubl p2b;
oubl c2;
oubl c3;
oubl c4;
oubl c5;
oubl pc2;
oubl pz2;
oubl p6b;
oubl c6;
oubl c7;

60

oubl c8;
oubl cc0;
oubl c9a;
oubl c9b;
oubl c9;
oubl c10;
oubl cc;
oubl bas1;
oubl c11;
oubl pre1;
oubl pre2a;
oubl pc3;
oubl pre2b;
oubl pre2;
oubl pre3;
oubl pre4;
oubl baspr;
oubl bas2;
oubl baspr2;
oubl bas;
oubl gap;
oubl gap2;
oubl ubas;
oubl thu;
oubl cl2;
*
*oubl c12;
oubl dpla;
oubl rpla;
oubl p0s;
oubl p1s;
oubl p2s;
oubl p3s;
oubl nrp;
oubl c1s;
oubl c2s;
oubl c3s;
oubl c4s;
oubl placen;
*
oubl p4p;
oubl c3p;
oubl p5p;
oubl c4p;
oubl c5p;
oubl cc0p;
oubl ccp;
oubl bas1p;
oubl bas2p;
oubl dbolt;
oubl rbolt;
oubl lpb;
oubl lpre1;
oubl lpre2a;
oubl lpre2b;
oubl lpre2;
oubl lpre3;
oubl lpre4;
oubl lbaspr;
oubl lbaspr2;
oubl lbas;
oubl thl;
oubl lobas;
oubl lframe;
oubl lpb2;
oubl sur11;
oubl ier;
oubl sur12;
oubl sur1;
oubl sur2a;
oubl sur1s;
oubl sur2b;
oubl sur2;
oubl sur3;
oubl sur4;
oubl hbolt;
oubl hboltu;
oubl bolt1a;
oubl bolt1b;
oubl bolt1;
oubl bolt2a;
oubl bolt2b;
oubl bolt2;
oubl bolt3a;
oubl bolt3b;
oubl bolt3;
oubl bolt4a;
oubl bolt4b;
oubl bolt4;
oubl bolts;
oubl presa;
oubl presb;
oubl presc;
oubl presd;
oubl ref;
list;
*
nplate = chan poi1 plate;
*
ecub8 = (lframeb et uframe) elem cub8;
epri6 = (lframeb et uframe) elem pri6;
equa4 = plate elem qua4;

Thursday 25th April, 2024 @ 17:10

etri3 = plate elem tri3;
*
spec = lframeb et plate et uframe et presur et preplat

et nplate et ecub8 et epri6 et equa4 et etri3;

*
* We use the "DEPL spec TOUR ..." directive to rotate
* the entire mesh (spec)
* (together with its components: points/lines/parts)
* to become oriented like the fluid model, ready to be used
* (also) in a FSI calculation.
* One should NOT use the form "spec = spec TOUR ..." because only
* the main object (and NOT its components) would be rotated.
*
depl spec tour 90 (0 0 0) (0 -1 0);
*
tass spec noop;
sauv form spec;
trac cach spec;
list;
*
fin;

P1.dgibi

*$$$$ PX4CIR3D
*
* Pour generer le maillage 3D (plan) d’un quart de cercle
* avec seulement des quadrilateres a 4 noeuds.
* Le quart de cercle est defini par les deux extremes
* d’un arc (de 90 degrees), par le centre du cercle
* et par un autre point qui definit l’axe de rotation
* (axe perpendiculaire au plan du cercle, passant pour son centre).
*
* Input:
* =====
* P1 = premiere extremite de l’arc
* P2 = deuxieme extremite de l’arc
* PC = centre de l’arc
* PZ = autre point de l’axe
* N
* TOL= tolerance pour l’elimination des noeuds doubles
*
* Output:
* ======
* SUR = objet MAILLAGE d’elements de type QUA4
* IER = 0: pas d’erreur, .NE.0: erreur dans la generation de SUR
*
’DEBPROC’ PX4CIR3D P1*’POINT’ P2*’POINT’ PC*’POINT’ PZ*’POINT’

= nombre de mailles a generer sur chaque cote (doit etre pair)

N*’ENTIER’ TOL*’FLOTTANT’;

*------------------------------------------------------------------
*
ier=0;
n2 = n / 2;
p0 = 0 0 0;
pm1 = p1 plus p0;
depl pm1 tour 45 pc pz;
pm2 = 0.5*(pc plus p2);
pm3 = 0.5*(pc plus p1);
pm = 0.5*(pc plus pm1);
c1a = cerc n2 p1 pc pm1;
c1b = cerc n2 pm1 pc p2;
c2a = droi n2 p2 pm2;
c2b = droi n2 pm2 pc;
c3a = droi n2 pc pm3;
c3b = droi n2 pm3 p1;
c4a = droi n2 pm pm1;
c4b = droi n2 pm pm2;
c4c = droi n2 pm pm3;
sur1 = dall plan c4c c3b c1a (inve c4a);
sur2 = dall plan c4a c1b c2a (inve c4b);
sur3 = dall plan c2b c3a (inve c4c) c4b;
sur = sur1 et sur2 et sur3;
*
elim tol sur;
*
’FINPROC’ sur ier;
************************************************************************
opti echo 1;
opti dime 3 elem cub8;
opti sauv form ’P1.msh’;
opti trac psc ftra ’P1_mesh.ps’;
*
* upper frame
*
ref = 2;
*
tol = 1.E-5;
p0 = 0 0 0;
pz = 0 0 1;
p1 = 0.150 0 0;
dhole = 0.025;
rhole = dhole / 2.0;
dhext = 0.045;
rhext = dhext / 2.0;
p2 = (0.260 - rhext) 0 0;
p3 = (0.260 + rhext) 0 0;
p4 = 0.325 0 0;
p5 = p4 tour 45.0 p0 pz;
p6 = p3 tour 45.0 p0 pz;
p7 = p2 tour 45.0 p0 pz;
p8 = 0.150 0.150 0;
*
c1 = p1 d (9*ref) p2;

61

Thursday 25th April, 2024 @ 17:10

pc1 = 0.260 0 0;
pz1 = pc1 plus pz;
p2b = p3 tour 90.0 pc1 pz1;
c2 = p2 c (2*ref) pc1 p2b c (2*ref) pc1 p3;
c3 = p3 d (4*ref) p4;
c4 = p4 c (13*ref) p0 p5;
c5 = p5 d (3*ref) p6;
pc2 = pc1 tour 45.0 p0 pz;
pz2 = pc2 plus pz;
p6b = p7 tour 90.0 pc2 pz2;
c6 = p6 c (2*ref) pc2 p6b c (2*ref) pc2 p7;
c7 = p7 d (3*ref) p8;
* attention, following line should not use ref!
c8 = p8 d 25 p1;
*
cc0 = c1 et c2 et c3 et c4 et c5 et c6 et c7 et c8;
elim tol cc0;
*
c9a = c2 tour 15.0 p0 pz;
c9b = c6 tour (0 - 30.0) p0 pz;
c9 = elim tol (c9a et c9b);
c10 = c9 tour 15.0 p0 pz;
cc = cc0 et c9 et c10;
*
bas1 = surf cc plan;
bas1 = orie bas1 dire pz;
*
c11 = ((0.260 + rhole) 0 0) d (1*ref) p3;
pre1 = c11 rota (4*ref) 180.0 pc1 pz1;
pre2a = pre1 tour 15.0 p0 pz;
pc3 = pc1 tour 15.0 p0 pz;
pre2b = pre2a tour 180.0 pc3 (pc3 plus pz);
pre2 = pre2a et pre2b;
pre3 = pre2 tour 15.0 p0 pz;
pre4 = pre2b tour 30.0 p0 pz;
baspr = pre1 et pre2 et pre3 et pre4;
baspr = orie baspr dire pz;
elim tol (bas1 et baspr);
*
bas2 = bas1 syme plan p8 p5 (p8 plus pz);
baspr2 = baspr syme plan p8 p5 (p8 plus pz);
bas = bas1 et baspr et bas2 et baspr2;
elim tol bas;
bas = orie bas dire pz;
trac bas;
*
gap = 0.0008;
gap2 = gap / 2.0;
ubas = bas plus (0 0 gap2);
thu = 0.025;
uframe = ubas volu tran (3) (0 0 thu);
trac cach uframe;
*
* plate
*
dpla = 0.3;
rpla = 0.5 * dpla;
*
p0s = 0.06 0 0;
p1s = rpla 0 0;
p2s = rpla rpla 0;
p3s = 0 rpla 0;
*
p4s = 0 0.06 0;
p5s = 0.06 0.06 0;
p6s = rpla 0.06 0;
p7s = 0.06 rpla 0;
*
nrp1 = 10;
nrp2 = 15;
*
c1s = p0s d nrp2 p1s;
c2s = p1s d nrp1 p6s;
c3s = p6s d nrp2 p5s;
c4s = p5s d nrp1 p0s;
pla1 = dall c1s c2s c3s c4s plan;
c1s = p4s d nrp1 p5s;
c2s = p5s d nrp2 p7s;
c3s = p7s d nrp1 p3s;
c4s = p3s d nrp2 p4s;
pla2 = dall c1s c2s c3s c4s plan;
c1s = p5s d nrp2 p6s;
c2s = p6s d nrp2 p2s;
c3s = p2s d nrp2 p7s;
c4s = p7s d nrp2 p5s;
pla3 = dall c1s c2s c3s c4s plan;
placen = pla1 et pla2 et pla3;
elim tol placen;
trac qual placen;
*
p4p = 0.3125 0 0;
c3p = p3 d (3*ref) p4p;
p5p = 0.3125 0.3125 0;
c4p = p4p d (16*ref) p5p;
c5p = p5p d (9*ref) p6;
cc0p = c1 et c2 et c3p et c4p et c5p et c6 et c7 et c8;
*
ccp = cc0p et c9 et c10;
elim tol ccp;
*
bas1p = surf ccp plan;
bas1p = orie bas1p dire pz;

bas2p = bas1p syme plan p8 p5 (p8 plus pz);
plate = bas1p et baspr et bas2p et baspr2 et placen;
elim tol plate;
plate = orie plate dire pz;
trac plate;
trac cach (uframe et plate);
*
* lower frame with bolts
*
dbolt = 0.0245;
rbolt = dbolt / 2.0;
*
lpb = (0.260 + rbolt) 0 0;
c11 = lpb d (1*ref) p3;
lpre1 = c11 rota (4*ref) 180.0 pc1 pz1;
lpre2a = lpre1 tour 15.0 p0 pz;
lpre2b = lpre2a tour 180.0 pc3 (pc3 plus pz);
lpre2 = lpre2a et lpre2b;
lpre3 = lpre2 tour 15.0 p0 pz;
lpre4 = lpre2b tour 30.0 p0 pz;
lbaspr = lpre1 et lpre2 et lpre3 et lpre4;
lbaspr = orie lbaspr dire pz;
elim tol (bas1 et lbaspr);
*
lbaspr2 = lbaspr syme plan p8 p5 (p8 plus pz);
lbas = bas1 et lbaspr et bas2 et lbaspr2;
elim tol lbas;
lbas = orie lbas dire pz;
trac lbas;
*
thl = 0.025;
lobas = lbas plus (0 0 (0 - gap2 - thl));
lframe = lobas volu tran (3) (0 0 thl);
trac cach lframe;
trac cach (uframe et lframe);
trac cach (uframe et plate et lframe);
*
lpb2 = lpb tour 90.0 pc1 pz1;
sur11 ier = PX4CIR3D lpb lpb2 pc1 pz1 (2*ref) 1.E-3;
sur12 = sur11 tour 90.0 pc1 pz1;
sur1 = sur11 et sur12;
elim tol sur1;
sur1 = orie sur1 dire pz;
*
sur2a = sur1 tour 30.0 p0 pz;
sur1s = sur1 syme plan pc1 lpb pz1;
sur1s = orie sur1s dire pz;
sur2b = sur1s tour 30.0 p0 pz;
sur2 = sur2a et sur2b;
elim tol sur2;
sur2 = orie sur2 dire pz;
sur3 = sur2 tour 30.0 p0 pz;
sur4 = sur1s tour 90.0 p0 pz;
sur1 = sur1 plus (0 0 (0 - gap2 - thl));
sur2 = sur2 plus (0 0 (0 - gap2 - thl));
sur3 = sur3 plus (0 0 (0 - gap2 - thl));
sur4 = sur4 plus (0 0 (0 - gap2 - thl));
*
hbolt = 0.06;
hboltu = hbolt - thl;
*
bolt1a = sur1 volu tran (3) (0 0 thl);
bolt1b = (sur1 plus (0 0 thl)) volu tran (4) (0 0 hboltu);
bolt1 = bolt1a et bolt1b;
elim tol (bolt1 et lframe);
bolt2a = sur2 volu tran (3) (0 0 thl);
bolt2b = (sur2 plus (0 0 thl)) volu tran (4) (0 0 hboltu);
bolt2 = bolt2a et bolt2b;
elim tol (bolt2 et lframe);
bolt3a = sur3 volu tran (3) (0 0 thl);
bolt3b = (sur3 plus (0 0 thl)) volu tran (4) (0 0 hboltu);
bolt3 = bolt3a et bolt3b;
elim tol (bolt3 et lframe);
bolt4a = sur4 volu tran (3) (0 0 thl);
bolt4b = (sur4 plus (0 0 thl)) volu tran (4) (0 0 hboltu);
bolt4 = bolt4a et bolt4b;
elim tol (bolt4 et lframe);
bolts = bolt1 et bolt2 et bolt3 et bolt4;
lframeb = lframe et bolts;
elim tol lframeb;
trac cach lframeb;
trac cach (lframeb et plate);
trac cach (lframeb et plate et uframe);
*
* pressurized clamping surfaces
*
presa = pre1 plus (0 0 (gap2 + thu));
presa = presa orie dire pz;
presb = pre3 plus (0 0 (gap2 + thu));
presb = presb orie dire pz;
presc = presb tour 30.0 p0 pz;
presd = (presa tour 90.0 p0 pz) syme plan p0 (0 1 0) pz;
presd = presd orie dire pz;
presur = presa et presb et presc et presd;
elim tol (presur et uframe);
trac cach (presur et uframe);
*
preplat = placen coul roug;
trac cach (plate et preplat);
*
oubl tol;
oubl p0;
oubl pz;

62

oubl p1;
oubl dhole;
oubl rhole;
oubl dext;
oubl rext;
oubl p2;
oubl p3;
oubl p4;
oubl p5;
oubl p6;
oubl p7;
oubl p8;
oubl c1;
oubl pc1;
oubl pz1;
oubl p2b;
oubl c2;
oubl c3;
oubl c4;
oubl c5;
oubl pc2;
oubl pz2;
oubl p6b;
oubl c6;
oubl c7;
oubl c8;
oubl cc0;
oubl c9a;
oubl c9b;
oubl c9;
oubl c10;
oubl cc;
oubl bas1;
oubl c11;
oubl pre1;
oubl pre2a;
oubl pc3;
oubl pre2b;
oubl pre2;
oubl pre3;
oubl pre4;
oubl baspr;
oubl bas2;
oubl baspr2;
oubl bas;
oubl gap;
oubl gap2;
oubl ubas;
oubl thu;
oubl cl2;
*
*oubl c12;
oubl dpla;
oubl rpla;
oubl p0s;
oubl p1s;
oubl p2s;
oubl p3s;
oubl p4s;
oubl p5s;
oubl p6s;
oubl p7s;
oubl nrp1;
oubl nrp2;
oubl c1s;
oubl c2s;
oubl c3s;
oubl c4s;
oubl pla1;
oubl pla2;
oubl pla3;
oubl placen;
*
oubl p4p;
oubl c3p;
oubl p5p;
oubl c4p;
oubl c5p;
oubl cc0p;
oubl ccp;
oubl bas1p;
oubl bas2p;
oubl dbolt;
oubl rbolt;
oubl lpb;
oubl lpre1;
oubl lpre2a;
oubl lpre2b;
oubl lpre2;
oubl lpre3;
oubl lpre4;
oubl lbaspr;
oubl lbaspr2;
oubl lbas;
oubl thl;
oubl lobas;
oubl lframe;
oubl lpb2;
oubl sur11;
oubl ier;
oubl sur12;
oubl sur1;

Thursday 25th April, 2024 @ 17:10

oubl sur2a;
oubl sur1s;
oubl sur2b;
oubl sur2;
oubl sur3;
oubl sur4;
oubl hbolt;
oubl hboltu;
oubl bolt1a;
oubl bolt1b;
oubl bolt1;
oubl bolt2a;
oubl bolt2b;
oubl bolt2;
oubl bolt3a;
oubl bolt3b;
oubl bolt3;
oubl bolt4a;
oubl bolt4b;
oubl bolt4;
oubl bolts;
oubl presa;
oubl presb;
oubl presc;
oubl presd;
oubl ref;
list;
*
nplate = chan poi1 plate;
*
ecub8 = (lframeb et uframe) elem cub8;
epri6 = (lframeb et uframe) elem pri6;
equa4 = plate elem qua4;
etri3 = plate elem tri3;
*
spec = lframeb et plate et uframe et presur et preplat

et nplate et ecub8 et epri6 et equa4 et etri3;

*
* We use the "DEPL spec TOUR ..." directive to rotate
* the entire mesh (spec)
* (together with its components: points/lines/parts)
* to become oriented like the fluid model, ready to be used
* (also) in a FSI calculation.
* One should NOT use the form "spec = spec TOUR ..." because only
* the main object (and NOT its components) would be rotated.
*
depl spec tour 90 (0 0 0) (0 -1 0);
*
tass spec noop;
sauv form spec;
trac cach spec;
list;
*
fin;

P2.dgibi

*$$$$ PX4CIR3D
*
* Pour generer le maillage 3D (plan) d’un quart de cercle
* avec seulement des quadrilateres a 4 noeuds.
* Le quart de cercle est defini par les deux extremes
* d’un arc (de 90 degrees), par le centre du cercle
* et par un autre point qui definit l’axe de rotation
* (axe perpendiculaire au plan du cercle, passant pour son centre).
*
* Input:
* =====
* P1 = premiere extremite de l’arc
* P2 = deuxieme extremite de l’arc
* PC = centre de l’arc
* PZ = autre point de l’axe
* N
* TOL= tolerance pour l’elimination des noeuds doubles
*
* Output:
* ======
* SUR = objet MAILLAGE d’elements de type QUA4
* IER = 0: pas d’erreur, .NE.0: erreur dans la generation de SUR
*
’DEBPROC’ PX4CIR3D P1*’POINT’ P2*’POINT’ PC*’POINT’ PZ*’POINT’

= nombre de mailles a generer sur chaque cote (doit etre pair)

N*’ENTIER’ TOL*’FLOTTANT’;

*------------------------------------------------------------------
*
ier=0;
n2 = n / 2;
p0 = 0 0 0;
pm1 = p1 plus p0;
depl pm1 tour 45 pc pz;
pm2 = 0.5*(pc plus p2);
pm3 = 0.5*(pc plus p1);
pm = 0.5*(pc plus pm1);
c1a = cerc n2 p1 pc pm1;
c1b = cerc n2 pm1 pc p2;
c2a = droi n2 p2 pm2;
c2b = droi n2 pm2 pc;
c3a = droi n2 pc pm3;
c3b = droi n2 pm3 p1;
c4a = droi n2 pm pm1;
c4b = droi n2 pm pm2;
c4c = droi n2 pm pm3;
sur1 = dall plan c4c c3b c1a (inve c4a);
sur2 = dall plan c4a c1b c2a (inve c4b);

63

Thursday 25th April, 2024 @ 17:10

sur3 = dall plan c2b c3a (inve c4c) c4b;
sur = sur1 et sur2 et sur3;
*
elim tol sur;
*
’FINPROC’ sur ier;
************************************************************************
opti echo 1;
opti dime 3 elem cub8;
opti sauv form ’P2.msh’;
opti trac psc ftra ’P2_mesh.ps’;
*
* upper frame
*
ref = 2;
*
tol = 1.E-5;
p0 = 0 0 0;
pz = 0 0 1;
p1 = 0.150 0 0;
dhole = 0.025;
rhole = dhole / 2.0;
dhext = 0.045;
rhext = dhext / 2.0;
p2 = (0.260 - rhext) 0 0;
p3 = (0.260 + rhext) 0 0;
p4 = 0.325 0 0;
p5 = p4 tour 45.0 p0 pz;
p6 = p3 tour 45.0 p0 pz;
p7 = p2 tour 45.0 p0 pz;
p8 = 0.150 0.150 0;
*
c1 = p1 d (9*ref) p2;
pc1 = 0.260 0 0;
pz1 = pc1 plus pz;
p2b = p3 tour 90.0 pc1 pz1;
c2 = p2 c (2*ref) pc1 p2b c (2*ref) pc1 p3;
c3 = p3 d (4*ref) p4;
c4 = p4 c (13*ref) p0 p5;
c5 = p5 d (3*ref) p6;
pc2 = pc1 tour 45.0 p0 pz;
pz2 = pc2 plus pz;
p6b = p7 tour 90.0 pc2 pz2;
c6 = p6 c (2*ref) pc2 p6b c (2*ref) pc2 p7;
c7 = p7 d (3*ref) p8;
* attention, following line should not use ref!
c8 = p8 d 25 p1;
*
cc0 = c1 et c2 et c3 et c4 et c5 et c6 et c7 et c8;
elim tol cc0;
*
c9a = c2 tour 15.0 p0 pz;
c9b = c6 tour (0 - 30.0) p0 pz;
c9 = elim tol (c9a et c9b);
c10 = c9 tour 15.0 p0 pz;
cc = cc0 et c9 et c10;
*
bas1 = surf cc plan;
bas1 = orie bas1 dire pz;
*
c11 = ((0.260 + rhole) 0 0) d (1*ref) p3;
pre1 = c11 rota (4*ref) 180.0 pc1 pz1;
pre2a = pre1 tour 15.0 p0 pz;
pc3 = pc1 tour 15.0 p0 pz;
pre2b = pre2a tour 180.0 pc3 (pc3 plus pz);
pre2 = pre2a et pre2b;
pre3 = pre2 tour 15.0 p0 pz;
pre4 = pre2b tour 30.0 p0 pz;
baspr = pre1 et pre2 et pre3 et pre4;
baspr = orie baspr dire pz;
elim tol (bas1 et baspr);
*
bas2 = bas1 syme plan p8 p5 (p8 plus pz);
baspr2 = baspr syme plan p8 p5 (p8 plus pz);
bas = bas1 et baspr et bas2 et baspr2;
elim tol bas;
bas = orie bas dire pz;
trac bas;
*
gap = 0.0008;
gap2 = gap / 2.0;
ubas = bas plus (0 0 gap2);
thu = 0.025;
uframe = ubas volu tran (3) (0 0 thu);
trac cach uframe;
*
* plate
*
dpla = 0.3;
rpla = 0.5 * dpla;
*
p0s = 0 0 0;
p1s = rpla 0 0;
p2s = rpla rpla 0;
p3s = 0 rpla 0;
*
p4s = 0.03 0 0;
p5s = 0.09 0 0;
p6s = 0 0.03 0;
p7s = 0.03 0.03 0;
p8s = 0.09 0.03 0;
p9s = 0.15 0.03 0;

p10s = 0 0.09 0;
p11s = 0.03 0.09 0;
p12s = 0.09 0.09 0;
p13s = 0.15 0.09 0;
p14s = 0.03 0.15 0;
p15s = 0.09 0.15 0;
*
nrp1 = 5;
nrp2 = 10;
nrp3 = 10;
*
c1s = p0s d nrp1 p4s;
c2s = p4s d nrp1 p7s;
c3s = p7s d nrp1 p6s;
c4s = p6s d nrp1 p0s;
pla1 = dall c1s c2s c3s c4s plan;
c1s = p4s d nrp2 p5s;
c2s = p5s d nrp1 p8s;
c3s = p8s d nrp2 p7s;
c4s = p7s d nrp1 p4s;
pla2 = dall c1s c2s c3s c4s plan;
c1s = p5s d nrp3 p1s;
c2s = p1s d nrp1 p9s;
c3s = p9s d nrp3 p8s;
c4s = p8s d nrp1 p5s;
pla3 = dall c1s c2s c3s c4s plan;
c1s = p6s d nrp1 p7s;
c2s = p7s d nrp2 p11s;
c3s = p11s d nrp1 p10s;
c4s = p10s d nrp2 p6s;
pla4 = dall c1s c2s c3s c4s plan;
c1s = p8s d nrp3 p9s;
c2s = p9s d nrp2 p13s;
c3s = p13s d nrp3 p12s;
c4s = p12s d nrp2 p8s;
pla5 = dall c1s c2s c3s c4s plan;
c1s = p10s d nrp1 p11s;
c2s = p11s d nrp3 p14s;
c3s = p14s d nrp1 p3s;
c4s = p3s d nrp3 p10s;
pla6 = dall c1s c2s c3s c4s plan;
c1s = p11s d nrp2 p12s;
c2s = p12s d nrp3 p15s;
c3s = p15s d nrp2 p14s;
c4s = p14s d nrp3 p11s;
pla7 = dall c1s c2s c3s c4s plan;
c1s = p12s d nrp3 p13s;
c2s = p13s d nrp3 p2s;
c3s = p2s d nrp3 p15s;
c4s = p15s d nrp3 p12s;
pla8 = dall c1s c2s c3s c4s plan;
placen = pla1 et pla2 et pla3 et pla4 et pla5 et pla6 et

pla7 et pla8;

elim tol placen;
trac qual placen;
*
p4p = 0.3125 0 0;
c3p = p3 d (3*ref) p4p;
p5p = 0.3125 0.3125 0;
c4p = p4p d (16*ref) p5p;
c5p = p5p d (9*ref) p6;
cc0p = c1 et c2 et c3p et c4p et c5p et c6 et c7 et c8;
*
ccp = cc0p et c9 et c10;
elim tol ccp;
*
bas1p = surf ccp plan;
bas1p = orie bas1p dire pz;
bas2p = bas1p syme plan p8 p5 (p8 plus pz);
plate = bas1p et baspr et bas2p et baspr2 et placen;
elim tol plate;
plate = orie plate dire pz;
trac plate;
trac cach (uframe et plate);
*
* lower frame with bolts
*
dbolt = 0.0245;
rbolt = dbolt / 2.0;
*
lpb = (0.260 + rbolt) 0 0;
c11 = lpb d (1*ref) p3;
lpre1 = c11 rota (4*ref) 180.0 pc1 pz1;
lpre2a = lpre1 tour 15.0 p0 pz;
lpre2b = lpre2a tour 180.0 pc3 (pc3 plus pz);
lpre2 = lpre2a et lpre2b;
lpre3 = lpre2 tour 15.0 p0 pz;
lpre4 = lpre2b tour 30.0 p0 pz;
lbaspr = lpre1 et lpre2 et lpre3 et lpre4;
lbaspr = orie lbaspr dire pz;
elim tol (bas1 et lbaspr);
*
lbaspr2 = lbaspr syme plan p8 p5 (p8 plus pz);
lbas = bas1 et lbaspr et bas2 et lbaspr2;
elim tol lbas;
lbas = orie lbas dire pz;
trac lbas;
*
thl = 0.025;
lobas = lbas plus (0 0 (0 - gap2 - thl));
lframe = lobas volu tran (3) (0 0 thl);
trac cach lframe;
trac cach (uframe et lframe);

64

Thursday 25th April, 2024 @ 17:10

trac cach (uframe et plate et lframe);
*
lpb2 = lpb tour 90.0 pc1 pz1;
sur11 ier = PX4CIR3D lpb lpb2 pc1 pz1 (2*ref) 1.E-3;
sur12 = sur11 tour 90.0 pc1 pz1;
sur1 = sur11 et sur12;
elim tol sur1;
sur1 = orie sur1 dire pz;
*
sur2a = sur1 tour 30.0 p0 pz;
sur1s = sur1 syme plan pc1 lpb pz1;
sur1s = orie sur1s dire pz;
sur2b = sur1s tour 30.0 p0 pz;
sur2 = sur2a et sur2b;
elim tol sur2;
sur2 = orie sur2 dire pz;
sur3 = sur2 tour 30.0 p0 pz;
sur4 = sur1s tour 90.0 p0 pz;
sur1 = sur1 plus (0 0 (0 - gap2 - thl));
sur2 = sur2 plus (0 0 (0 - gap2 - thl));
sur3 = sur3 plus (0 0 (0 - gap2 - thl));
sur4 = sur4 plus (0 0 (0 - gap2 - thl));
*
hbolt = 0.06;
hboltu = hbolt - thl;
*
bolt1a = sur1 volu tran (3) (0 0 thl);
bolt1b = (sur1 plus (0 0 thl)) volu tran (4) (0 0 hboltu);
bolt1 = bolt1a et bolt1b;
elim tol (bolt1 et lframe);
bolt2a = sur2 volu tran (3) (0 0 thl);
bolt2b = (sur2 plus (0 0 thl)) volu tran (4) (0 0 hboltu);
bolt2 = bolt2a et bolt2b;
elim tol (bolt2 et lframe);
bolt3a = sur3 volu tran (3) (0 0 thl);
bolt3b = (sur3 plus (0 0 thl)) volu tran (4) (0 0 hboltu);
bolt3 = bolt3a et bolt3b;
elim tol (bolt3 et lframe);
bolt4a = sur4 volu tran (3) (0 0 thl);
bolt4b = (sur4 plus (0 0 thl)) volu tran (4) (0 0 hboltu);
bolt4 = bolt4a et bolt4b;
elim tol (bolt4 et lframe);
bolts = bolt1 et bolt2 et bolt3 et bolt4;
lframeb = lframe et bolts;
elim tol lframeb;
trac cach lframeb;
trac cach (lframeb et plate);
trac cach (lframeb et plate et uframe);
*
* pressurized clamping surfaces
*
presa = pre1 plus (0 0 (gap2 + thu));
presa = presa orie dire pz;
presb = pre3 plus (0 0 (gap2 + thu));
presb = presb orie dire pz;
presc = presb tour 30.0 p0 pz;
presd = (presa tour 90.0 p0 pz) syme plan p0 (0 1 0) pz;
presd = presd orie dire pz;
presur = presa et presb et presc et presd;
elim tol (presur et uframe);
trac cach (presur et uframe);
*
preplat = placen coul roug;
trac cach (plate et preplat);
*
oubl tol;
oubl p0;
oubl pz;
oubl p1;
oubl dhole;
oubl rhole;
oubl dext;
oubl rext;
oubl p2;
oubl p3;
oubl p4;
oubl p5;
oubl p6;
oubl p7;
oubl p8;
oubl c1;
oubl pc1;
oubl pz1;
oubl p2b;
oubl c2;
oubl c3;
oubl c4;
oubl c5;
oubl pc2;
oubl pz2;
oubl p6b;
oubl c6;
oubl c7;
oubl c8;
oubl cc0;
oubl c9a;
oubl c9b;
oubl c9;
oubl c10;
oubl cc;
oubl bas1;
oubl c11;

oubl pre1;
oubl pre2a;
oubl pc3;
oubl pre2b;
oubl pre2;
oubl pre3;
oubl pre4;
oubl baspr;
oubl bas2;
oubl baspr2;
oubl bas;
oubl gap;
oubl gap2;
oubl ubas;
oubl thu;
oubl cl2;
*
*oubl c12;
oubl dpla;
oubl rpla;
oubl p0s;
oubl p1s;
oubl p2s;
oubl p3s;
oubl p4s;
oubl p5s;
oubl p6s;
oubl p7s;
oubl p8s;
oubl p9s;
oubl p10s;
oubl p11s;
oubl p12s;
oubl p13s;
oubl p14s;
oubl p15s;
oubl nrp1;
oubl nrp2;
oubl nrp3;
oubl c1s;
oubl c2s;
oubl c3s;
oubl c4s;
oubl pla1;
oubl pla2;
oubl pla3;
oubl pla4;
oubl pla5;
oubl pla6;
oubl pla7;
oubl pla8;
oubl placen;
*
oubl p4p;
oubl c3p;
oubl p5p;
oubl c4p;
oubl c5p;
oubl cc0p;
oubl ccp;
oubl bas1p;
oubl bas2p;
oubl dbolt;
oubl rbolt;
oubl lpb;
oubl lpre1;
oubl lpre2a;
oubl lpre2b;
oubl lpre2;
oubl lpre3;
oubl lpre4;
oubl lbaspr;
oubl lbaspr2;
oubl lbas;
oubl thl;
oubl lobas;
oubl lframe;
oubl lpb2;
oubl sur11;
oubl ier;
oubl sur12;
oubl sur1;
oubl sur2a;
oubl sur1s;
oubl sur2b;
oubl sur2;
oubl sur3;
oubl sur4;
oubl hbolt;
oubl hboltu;
oubl bolt1a;
oubl bolt1b;
oubl bolt1;
oubl bolt2a;
oubl bolt2b;
oubl bolt2;
oubl bolt3a;
oubl bolt3b;
oubl bolt3;
oubl bolt4a;
oubl bolt4b;
oubl bolt4;
oubl bolts;

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Thursday 25th April, 2024 @ 17:10

oubl presa;
oubl presb;
oubl presc;
oubl presd;
oubl ref;
list;
*
nplate = chan poi1 plate;
*
ecub8 = (lframeb et uframe) elem cub8;
epri6 = (lframeb et uframe) elem pri6;
equa4 = plate elem qua4;
etri3 = plate elem tri3;
*
spec = lframeb et plate et uframe et presur et preplat

et nplate et ecub8 et epri6 et equa4 et etri3;

*
* We use the "DEPL spec TOUR ..." directive to rotate
* the entire mesh (spec)
* (together with its components: points/lines/parts)
* to become oriented like the fluid model, ready to be used
* (also) in a FSI calculation.
* One should NOT use the form "spec = spec TOUR ..." because only
* the main object (and NOT its components) would be rotated.
*
depl spec tour 90 (0 0 0) (0 -1 0);
*
tass spec noop;
sauv form spec;
trac cach spec;
list;
*
fin;

P3.dgibi

*$$$$ PX4CIR3D
*
* Pour generer le maillage 3D (plan) d’un quart de cercle
* avec seulement des quadrilateres a 4 noeuds.
* Le quart de cercle est defini par les deux extremes
* d’un arc (de 90 degrees), par le centre du cercle
* et par un autre point qui definit l’axe de rotation
* (axe perpendiculaire au plan du cercle, passant pour son centre).
*
* Input:
* =====
* P1 = premiere extremite de l’arc
* P2 = deuxieme extremite de l’arc
* PC = centre de l’arc
* PZ = autre point de l’axe
* N
* TOL= tolerance pour l’elimination des noeuds doubles
*
* Output:
* ======
* SUR = objet MAILLAGE d’elements de type QUA4
* IER = 0: pas d’erreur, .NE.0: erreur dans la generation de SUR
*
’DEBPROC’ PX4CIR3D P1*’POINT’ P2*’POINT’ PC*’POINT’ PZ*’POINT’

= nombre de mailles a generer sur chaque cote (doit etre pair)

N*’ENTIER’ TOL*’FLOTTANT’;

*------------------------------------------------------------------
*
ier=0;
n2 = n / 2;
p0 = 0 0 0;
pm1 = p1 plus p0;
depl pm1 tour 45 pc pz;
pm2 = 0.5*(pc plus p2);
pm3 = 0.5*(pc plus p1);
pm = 0.5*(pc plus pm1);
c1a = cerc n2 p1 pc pm1;
c1b = cerc n2 pm1 pc p2;
c2a = droi n2 p2 pm2;
c2b = droi n2 pm2 pc;
c3a = droi n2 pc pm3;
c3b = droi n2 pm3 p1;
c4a = droi n2 pm pm1;
c4b = droi n2 pm pm2;
c4c = droi n2 pm pm3;
sur1 = dall plan c4c c3b c1a (inve c4a);
sur2 = dall plan c4a c1b c2a (inve c4b);
sur3 = dall plan c2b c3a (inve c4c) c4b;
sur = sur1 et sur2 et sur3;
*
elim tol sur;
*
’FINPROC’ sur ier;
************************************************************************
opti echo 1;
opti dime 3 elem cub8;
opti sauv form ’P3.msh’;
opti trac psc ftra ’P3.ps’;
*
* upper frame
*
ref = 2;
*
tol = 1.E-5;
p0 = 0 0 0;

pz = 0 0 1;
p1 = 0.150 0 0;
dhole = 0.025;
rhole = dhole / 2.0;
dhext = 0.045;
rhext = dhext / 2.0;
p2 = (0.260 - rhext) 0 0;
p3 = (0.260 + rhext) 0 0;
p4 = 0.325 0 0;
p5 = p4 tour 45.0 p0 pz;
p6 = p3 tour 45.0 p0 pz;
p7 = p2 tour 45.0 p0 pz;
p8 = 0.150 0.150 0;
*
c1 = p1 d (9*ref) p2;
pc1 = 0.260 0 0;
pz1 = pc1 plus pz;
p2b = p3 tour 90.0 pc1 pz1;
c2 = p2 c (2*ref) pc1 p2b c (2*ref) pc1 p3;
c3 = p3 d (4*ref) p4;
c4 = p4 c (13*ref) p0 p5;
c5 = p5 d (3*ref) p6;
pc2 = pc1 tour 45.0 p0 pz;
pz2 = pc2 plus pz;
p6b = p7 tour 90.0 pc2 pz2;
c6 = p6 c (2*ref) pc2 p6b c (2*ref) pc2 p7;
c7 = p7 d (3*ref) p8;
* attention, following line should not use ref!
*c8 = p8 d 25 p1;
c8 = p8 d 30 p1;
*
cc0 = c1 et c2 et c3 et c4 et c5 et c6 et c7 et c8;
elim tol cc0;
*
c9a = c2 tour 15.0 p0 pz;
c9b = c6 tour (0 - 30.0) p0 pz;
c9 = elim tol (c9a et c9b);
c10 = c9 tour 15.0 p0 pz;
cc = cc0 et c9 et c10;
*
bas1 = surf cc plan;
bas1 = orie bas1 dire pz;
*
c11 = ((0.260 + rhole) 0 0) d (1*ref) p3;
pre1 = c11 rota (4*ref) 180.0 pc1 pz1;
pre2a = pre1 tour 15.0 p0 pz;
pc3 = pc1 tour 15.0 p0 pz;
pre2b = pre2a tour 180.0 pc3 (pc3 plus pz);
pre2 = pre2a et pre2b;
pre3 = pre2 tour 15.0 p0 pz;
pre4 = pre2b tour 30.0 p0 pz;
baspr = pre1 et pre2 et pre3 et pre4;
baspr = orie baspr dire pz;
elim tol (bas1 et baspr);
*
bas2 = bas1 syme plan p8 p5 (p8 plus pz);
baspr2 = baspr syme plan p8 p5 (p8 plus pz);
bas = bas1 et baspr et bas2 et baspr2;
elim tol bas;
bas = orie bas dire pz;
trac bas;
*
gap = 0.0008;
gap2 = gap / 2.0;
ubas = bas plus (0 0 gap2);
thu = 0.025;
uframe = ubas volu tran (3) (0 0 thu);
trac cach uframe;
*
* plate
*
dpla = 0.3;
rpla = 0.5 * dpla;
*
p0s = 0 0 0;
p1s = rpla 0 0;
p2s = rpla rpla 0;
p3s = 0 rpla 0;
*
*nrp = 25;
nrp = 30;
*
c1s = p0s d nrp p1s;
c2s = p1s d nrp p2s;
c3s = p2s d nrp p3s;
c4s = p3s d nrp p0s;
plafull = dall c1s c2s c3s c4s plan;
*
p4s = 0.015 0.015 0;
p5s = 0.045 0.015 0;
p6s = 0.045 0.045 0;
p7s = 0.015 0.045 0;
c1s = p4s d 6 p5s;
c2s = p5s d 6 p6s;
c3s = p6s d 6 p7s;
c4s = p7s d 6 p4s;
hole1 = dall c1s c2s c3s c4s plan;
hole2 = hole1 plus (0.06 0 0);
hole3 = hole1 plus (0 0.06 0);
hole4 = hole1 plus (0.06 0.06 0);
elim tol (plafull et hole1 et hole2 et hole3 et hole4);
placen = plafull diff (hole1 et hole2 et hole3 et hole4);
trac qual placen;

66

Thursday 25th April, 2024 @ 17:10

*
p4p = 0.3125 0 0;
c3p = p3 d (3*ref) p4p;
p5p = 0.3125 0.3125 0;
c4p = p4p d (16*ref) p5p;
c5p = p5p d (9*ref) p6;
cc0p = c1 et c2 et c3p et c4p et c5p et c6 et c7 et c8;
*
ccp = cc0p et c9 et c10;
elim tol ccp;
*
bas1p = surf ccp plan;
bas1p = orie bas1p dire pz;
bas2p = bas1p syme plan p8 p5 (p8 plus pz);
plate = bas1p et baspr et bas2p et baspr2 et placen;
elim tol plate;
plate = orie plate dire pz;
trac plate;
trac cach (uframe et plate);
*
* lower frame with bolts
*
dbolt = 0.0245;
rbolt = dbolt / 2.0;
*
lpb = (0.260 + rbolt) 0 0;
c11 = lpb d (1*ref) p3;
lpre1 = c11 rota (4*ref) 180.0 pc1 pz1;
lpre2a = lpre1 tour 15.0 p0 pz;
lpre2b = lpre2a tour 180.0 pc3 (pc3 plus pz);
lpre2 = lpre2a et lpre2b;
lpre3 = lpre2 tour 15.0 p0 pz;
lpre4 = lpre2b tour 30.0 p0 pz;
lbaspr = lpre1 et lpre2 et lpre3 et lpre4;
lbaspr = orie lbaspr dire pz;
elim tol (bas1 et lbaspr);
*
lbaspr2 = lbaspr syme plan p8 p5 (p8 plus pz);
lbas = bas1 et lbaspr et bas2 et lbaspr2;
elim tol lbas;
lbas = orie lbas dire pz;
trac lbas;
*
thl = 0.025;
lobas = lbas plus (0 0 (0 - gap2 - thl));
lframe = lobas volu tran (3) (0 0 thl);
trac cach lframe;
trac cach (uframe et lframe);
trac cach (uframe et plate et lframe);
*
lpb2 = lpb tour 90.0 pc1 pz1;
sur11 ier = PX4CIR3D lpb lpb2 pc1 pz1 (2*ref) 1.E-3;
sur12 = sur11 tour 90.0 pc1 pz1;
sur1 = sur11 et sur12;
elim tol sur1;
sur1 = orie sur1 dire pz;
*
sur2a = sur1 tour 30.0 p0 pz;
sur1s = sur1 syme plan pc1 lpb pz1;
sur1s = orie sur1s dire pz;
sur2b = sur1s tour 30.0 p0 pz;
sur2 = sur2a et sur2b;
elim tol sur2;
sur2 = orie sur2 dire pz;
sur3 = sur2 tour 30.0 p0 pz;
sur4 = sur1s tour 90.0 p0 pz;
sur1 = sur1 plus (0 0 (0 - gap2 - thl));
sur2 = sur2 plus (0 0 (0 - gap2 - thl));
sur3 = sur3 plus (0 0 (0 - gap2 - thl));
sur4 = sur4 plus (0 0 (0 - gap2 - thl));
*
hbolt = 0.06;
hboltu = hbolt - thl;
*
bolt1a = sur1 volu tran (3) (0 0 thl);
bolt1b = (sur1 plus (0 0 thl)) volu tran (4) (0 0 hboltu);
bolt1 = bolt1a et bolt1b;
elim tol (bolt1 et lframe);
bolt2a = sur2 volu tran (3) (0 0 thl);
bolt2b = (sur2 plus (0 0 thl)) volu tran (4) (0 0 hboltu);
bolt2 = bolt2a et bolt2b;
elim tol (bolt2 et lframe);
bolt3a = sur3 volu tran (3) (0 0 thl);
bolt3b = (sur3 plus (0 0 thl)) volu tran (4) (0 0 hboltu);
bolt3 = bolt3a et bolt3b;
elim tol (bolt3 et lframe);
bolt4a = sur4 volu tran (3) (0 0 thl);
bolt4b = (sur4 plus (0 0 thl)) volu tran (4) (0 0 hboltu);
bolt4 = bolt4a et bolt4b;
elim tol (bolt4 et lframe);
bolts = bolt1 et bolt2 et bolt3 et bolt4;
lframeb = lframe et bolts;
elim tol lframeb;
trac cach lframeb;
trac cach (lframeb et plate);
trac cach (lframeb et plate et uframe);
*
* pressurized clamping surfaces
*
presa = pre1 plus (0 0 (gap2 + thu));
presa = presa orie dire pz;
presb = pre3 plus (0 0 (gap2 + thu));

presb = presb orie dire pz;
presc = presb tour 30.0 p0 pz;
presd = (presa tour 90.0 p0 pz) syme plan p0 (0 1 0) pz;
presd = presd orie dire pz;
presur = presa et presb et presc et presd;
elim tol (presur et uframe);
trac cach (presur et uframe);
*
preplat = placen coul roug;
trac cach (plate et preplat);
*
oubl tol;
oubl p0;
oubl pz;
oubl p1;
oubl dhole;
oubl rhole;
oubl dext;
oubl rext;
oubl p2;
oubl p3;
oubl p4;
oubl p5;
oubl p6;
oubl p7;
oubl p8;
oubl c1;
oubl pc1;
oubl pz1;
oubl p2b;
oubl c2;
oubl c3;
oubl c4;
oubl c5;
oubl pc2;
oubl pz2;
oubl p6b;
oubl c6;
oubl c7;
oubl c8;
oubl cc0;
oubl c9a;
oubl c9b;
oubl c9;
oubl c10;
oubl cc;
oubl bas1;
oubl c11;
oubl pre1;
oubl pre2a;
oubl pc3;
oubl pre2b;
oubl pre2;
oubl pre3;
oubl pre4;
oubl baspr;
oubl bas2;
oubl baspr2;
oubl bas;
oubl gap;
oubl gap2;
oubl ubas;
oubl thu;
oubl cl2;
*
*oubl c12;
oubl dpla;
oubl rpla;
oubl p0s;
oubl p1s;
oubl p2s;
oubl p3s;
oubl p4s;
oubl p5s;
oubl p6s;
oubl p7s;
oubl nrp;
oubl c1s;
oubl c2s;
oubl c3s;
oubl c4s;
oubl hole1;
oubl hole2;
oubl hole3;
oubl hole4;
oubl plafull;
oubl placen;
*
oubl p4p;
oubl c3p;
oubl p5p;
oubl c4p;
oubl c5p;
oubl cc0p;
oubl ccp;
oubl bas1p;
oubl bas2p;
oubl dbolt;
oubl rbolt;
oubl lpb;
oubl lpre1;
oubl lpre2a;
oubl lpre2b;

67

Thursday 25th April, 2024 @ 17:10

oubl lpre2;
oubl lpre3;
oubl lpre4;
oubl lbaspr;
oubl lbaspr2;
oubl lbas;
oubl thl;
oubl lobas;
oubl lframe;
oubl lpb2;
oubl sur11;
oubl ier;
oubl sur12;
oubl sur1;
oubl sur2a;
oubl sur1s;
oubl sur2b;
oubl sur2;
oubl sur3;
oubl sur4;
oubl hbolt;
oubl hboltu;
oubl bolt1a;
oubl bolt1b;
oubl bolt1;
oubl bolt2a;
oubl bolt2b;
oubl bolt2;
oubl bolt3a;
oubl bolt3b;
oubl bolt3;
oubl bolt4a;
oubl bolt4b;
oubl bolt4;
oubl bolts;
oubl presa;
oubl presb;
oubl presc;
oubl presd;
oubl ref;
list;
*
nplate = chan poi1 plate;
*
ecub8 = (lframeb et uframe) elem cub8;
epri6 = (lframeb et uframe) elem pri6;
equa4 = plate elem qua4;
etri3 = plate elem tri3;
*
spec = lframeb et plate et uframe et presur et preplat

et nplate et ecub8 et epri6 et equa4 et etri3;

*
* We use the "DEPL spec TOUR ..." directive to rotate
* the entire mesh (spec)
* (together with its components: points/lines/parts)
* to become oriented like the fluid model, ready to be used
* (also) in a FSI calculation.
* One should NOT use the form "spec = spec TOUR ..." because only
* the main object (and NOT its components) would be rotated.
*
depl spec tour 90 (0 0 0) (0 -1 0);
*
tass spec noop;
sauv form spec;
trac cach spec;
list;
*
fin;

S1.dgibi

*$$$$ PX4CIR3D
*
* Pour generer le maillage 3D (plan) d’un quart de cercle
* avec seulement des quadrilateres a 4 noeuds.
* Le quart de cercle est defini par les deux extremes
* d’un arc (de 90 degrees), par le centre du cercle
* et par un autre point qui definit l’axe de rotation
* (axe perpendiculaire au plan du cercle, passant pour son centre).
*
* Input:
* =====
* P1 = premiere extremite de l’arc
* P2 = deuxieme extremite de l’arc
* PC = centre de l’arc
* PZ = autre point de l’axe
* N
* TOL= tolerance pour l’elimination des noeuds doubles
*
* Output:
* ======
* SUR = objet MAILLAGE d’elements de type QUA4
* IER = 0: pas d’erreur, .NE.0: erreur dans la generation de SUR
*
’DEBPROC’ PX4CIR3D P1*’POINT’ P2*’POINT’ PC*’POINT’ PZ*’POINT’

= nombre de mailles a generer sur chaque cote (doit etre pair)

N*’ENTIER’ TOL*’FLOTTANT’;

*------------------------------------------------------------------
*
ier=0;
n2 = n / 2;

p0 = 0 0 0;
pm1 = p1 plus p0;
depl pm1 tour 45 pc pz;
pm2 = 0.5*(pc plus p2);
pm3 = 0.5*(pc plus p1);
pm = 0.5*(pc plus pm1);
c1a = cerc n2 p1 pc pm1;
c1b = cerc n2 pm1 pc p2;
c2a = droi n2 p2 pm2;
c2b = droi n2 pm2 pc;
c3a = droi n2 pc pm3;
c3b = droi n2 pm3 p1;
c4a = droi n2 pm pm1;
c4b = droi n2 pm pm2;
c4c = droi n2 pm pm3;
sur1 = dall plan c4c c3b c1a (inve c4a);
sur2 = dall plan c4a c1b c2a (inve c4b);
sur3 = dall plan c2b c3a (inve c4c) c4b;
sur = sur1 et sur2 et sur3;
*
elim tol sur;
*
’FINPROC’ sur ier;
************************************************************************
opti echo 1;
opti dime 3 elem cub8;
opti sauv form ’S1.msh’;
opti trac psc ftra ’S1_mesh.ps’;
*
* upper frame
*
ref = 2;
*
tol = 1.E-5;
p0 = 0 0 0;
pz = 0 0 1;
p1 = 0.150 0 0;
dhole = 0.025;
rhole = dhole / 2.0;
dhext = 0.045;
rhext = dhext / 2.0;
p2 = (0.260 - rhext) 0 0;
p3 = (0.260 + rhext) 0 0;
p4 = 0.325 0 0;
p5 = p4 tour 45.0 p0 pz;
p6 = p3 tour 45.0 p0 pz;
p7 = p2 tour 45.0 p0 pz;
p8 = 0.150 0.150 0;
*
c1 = p1 d (9*ref) p2;
pc1 = 0.260 0 0;
pz1 = pc1 plus pz;
p2b = p3 tour 90.0 pc1 pz1;
c2 = p2 c (2*ref) pc1 p2b c (2*ref) pc1 p3;
c3 = p3 d (4*ref) p4;
c4 = p4 c (13*ref) p0 p5;
c5 = p5 d (3*ref) p6;
pc2 = pc1 tour 45.0 p0 pz;
pz2 = pc2 plus pz;
p6b = p7 tour 90.0 pc2 pz2;
c6 = p6 c (2*ref) pc2 p6b c (2*ref) pc2 p7;
c7 = p7 d (3*ref) p8;
* attention, following line should not use ref!
c8 = p8 d 25 p1;
*
cc0 = c1 et c2 et c3 et c4 et c5 et c6 et c7 et c8;
elim tol cc0;
*
c9a = c2 tour 15.0 p0 pz;
c9b = c6 tour (0 - 30.0) p0 pz;
c9 = elim tol (c9a et c9b);
c10 = c9 tour 15.0 p0 pz;
cc = cc0 et c9 et c10;
*
bas1 = surf cc plan;
bas1 = orie bas1 dire pz;
*
c11 = ((0.260 + rhole) 0 0) d (1*ref) p3;
pre1 = c11 rota (4*ref) 180.0 pc1 pz1;
pre2a = pre1 tour 15.0 p0 pz;
pc3 = pc1 tour 15.0 p0 pz;
pre2b = pre2a tour 180.0 pc3 (pc3 plus pz);
pre2 = pre2a et pre2b;
pre3 = pre2 tour 15.0 p0 pz;
pre4 = pre2b tour 30.0 p0 pz;
baspr = pre1 et pre2 et pre3 et pre4;
baspr = orie baspr dire pz;
elim tol (bas1 et baspr);
*
bas2 = bas1 syme plan p8 p5 (p8 plus pz);
baspr2 = baspr syme plan p8 p5 (p8 plus pz);
bas = bas1 et baspr et bas2 et baspr2;
elim tol bas;
bas = orie bas dire pz;
trac bas;
*
gap = 0.0008;
gap2 = gap / 2.0;
ubas = bas plus (0 0 gap2);
thu = 0.025;
uframe = ubas volu tran (3) (0 0 thu);
trac cach uframe;
*

68

Thursday 25th April, 2024 @ 17:10

* plate
*
dpla = 0.3;
rpla = 0.5 * dpla;
*
p0s = 0 0 0;
p1s = rpla 0 0;
p2s = rpla rpla 0;
p3s = 0 rpla 0;
*
p4s = 0.03 0 0;
p5s = 0.09 0 0;
p6s = 0 0.03 0;
p7s = 0.03 0.03 0;
p8s = 0.09 0.03 0;
p9s = 0.15 0.03 0;
p10s = 0 0.09 0;
p11s = 0.03 0.09 0;
p12s = 0.09 0.09 0;
p13s = 0.15 0.09 0;
p14s = 0.03 0.15 0;
p15s = 0.09 0.15 0;
*
nrp1 = 5;
nrp2 = 10;
nrp3 = 10;
*
c1s = p0s d nrp1 p4s;
c2s = p4s d nrp1 p7s;
c3s = p7s d nrp1 p6s;
c4s = p6s d nrp1 p0s;
pla1 = dall c1s c2s c3s c4s plan;
c1s = p4s d nrp2 p5s;
c2s = p5s d nrp1 p8s;
c3s = p8s d nrp2 p7s;
c4s = p7s d nrp1 p4s;
pla2 = dall c1s c2s c3s c4s plan;
c1s = p5s d nrp3 p1s;
c2s = p1s d nrp1 p9s;
c3s = p9s d nrp3 p8s;
c4s = p8s d nrp1 p5s;
pla3 = dall c1s c2s c3s c4s plan;
c1s = p6s d nrp1 p7s;
c2s = p7s d nrp2 p11s;
c3s = p11s d nrp1 p10s;
c4s = p10s d nrp2 p6s;
pla4 = dall c1s c2s c3s c4s plan;
c1s = p8s d nrp3 p9s;
c2s = p9s d nrp2 p13s;
c3s = p13s d nrp3 p12s;
c4s = p12s d nrp2 p8s;
pla5 = dall c1s c2s c3s c4s plan;
c1s = p10s d nrp1 p11s;
c2s = p11s d nrp3 p14s;
c3s = p14s d nrp1 p3s;
c4s = p3s d nrp3 p10s;
pla6 = dall c1s c2s c3s c4s plan;
c1s = p11s d nrp2 p12s;
c2s = p12s d nrp3 p15s;
c3s = p15s d nrp2 p14s;
c4s = p14s d nrp3 p11s;
pla7 = dall c1s c2s c3s c4s plan;
c1s = p12s d nrp3 p13s;
c2s = p13s d nrp3 p2s;
c3s = p2s d nrp3 p15s;
c4s = p15s d nrp3 p12s;
pla8 = dall c1s c2s c3s c4s plan;
place = pla1 et pla2 et pla3 et pla4 et pla5 et pla6 et

pla7 et pla8;

elim tol place;
p16s = 0.03 0.03 0;
p17s = 0.06 0.03 0;
p18s = 0.06 0.06 0;
p19s = 0.03 0.06 0;
c1s = p16s d nrp1 p17s;
c2s = p17s d nrp1 p18s;
c3s = p18s d nrp1 p19s;
c4s = p19s d nrp1 p16s;
qu1 = dall c1s c2s c3s c4s plan;
qu2 = qu1 plus (0.03 0 0);
qu3 = qu1 plus (0.03 0.03 0);
qu4 = qu1 plus (0 0.03 0);
elim tol (place et qu1);
elim tol (place et qu2);
elim tol (place et qu3);
elim tol (place et qu4);
placen = place et qu1 et qu2 et qu3 et qu4;
*
p4p = 0.3125 0 0;
c3p = p3 d (3*ref) p4p;
p5p = 0.3125 0.3125 0;
c4p = p4p d (16*ref) p5p;
c5p = p5p d (9*ref) p6;
cc0p = c1 et c2 et c3p et c4p et c5p et c6 et c7 et c8;
*
ccp = cc0p et c9 et c10;
elim tol ccp;
*
bas1p = surf ccp plan;
bas1p = orie bas1p dire pz;
bas2p = bas1p syme plan p8 p5 (p8 plus pz);
elim tol (bas1p et baspr et bas2p et baspr2 et place);

plate = bas1p et baspr et bas2p et baspr2 et placen;
plate = orie plate dire pz;
trac plate;
trac cach (uframe et plate);
*
* lower frame with bolts
*
dbolt = 0.0245;
rbolt = dbolt / 2.0;
*
lpb = (0.260 + rbolt) 0 0;
c11 = lpb d (1*ref) p3;
lpre1 = c11 rota (4*ref) 180.0 pc1 pz1;
lpre2a = lpre1 tour 15.0 p0 pz;
lpre2b = lpre2a tour 180.0 pc3 (pc3 plus pz);
lpre2 = lpre2a et lpre2b;
lpre3 = lpre2 tour 15.0 p0 pz;
lpre4 = lpre2b tour 30.0 p0 pz;
lbaspr = lpre1 et lpre2 et lpre3 et lpre4;
lbaspr = orie lbaspr dire pz;
elim tol (bas1 et lbaspr);
*
lbaspr2 = lbaspr syme plan p8 p5 (p8 plus pz);
lbas = bas1 et lbaspr et bas2 et lbaspr2;
elim tol lbas;
lbas = orie lbas dire pz;
trac lbas;
*
thl = 0.025;
lobas = lbas plus (0 0 (0 - gap2 - thl));
lframe = lobas volu tran (3) (0 0 thl);
trac cach lframe;
trac cach (uframe et lframe);
trac cach (uframe et plate et lframe);
*
lpb2 = lpb tour 90.0 pc1 pz1;
sur11 ier = PX4CIR3D lpb lpb2 pc1 pz1 (2*ref) 1.E-3;
sur12 = sur11 tour 90.0 pc1 pz1;
sur1 = sur11 et sur12;
elim tol sur1;
sur1 = orie sur1 dire pz;
*
sur2a = sur1 tour 30.0 p0 pz;
sur1s = sur1 syme plan pc1 lpb pz1;
sur1s = orie sur1s dire pz;
sur2b = sur1s tour 30.0 p0 pz;
sur2 = sur2a et sur2b;
elim tol sur2;
sur2 = orie sur2 dire pz;
sur3 = sur2 tour 30.0 p0 pz;
sur4 = sur1s tour 90.0 p0 pz;
sur1 = sur1 plus (0 0 (0 - gap2 - thl));
sur2 = sur2 plus (0 0 (0 - gap2 - thl));
sur3 = sur3 plus (0 0 (0 - gap2 - thl));
sur4 = sur4 plus (0 0 (0 - gap2 - thl));
*
hbolt = 0.06;
hboltu = hbolt - thl;
*
bolt1a = sur1 volu tran (3) (0 0 thl);
bolt1b = (sur1 plus (0 0 thl)) volu tran (4) (0 0 hboltu);
bolt1 = bolt1a et bolt1b;
elim tol (bolt1 et lframe);
bolt2a = sur2 volu tran (3) (0 0 thl);
bolt2b = (sur2 plus (0 0 thl)) volu tran (4) (0 0 hboltu);
bolt2 = bolt2a et bolt2b;
elim tol (bolt2 et lframe);
bolt3a = sur3 volu tran (3) (0 0 thl);
bolt3b = (sur3 plus (0 0 thl)) volu tran (4) (0 0 hboltu);
bolt3 = bolt3a et bolt3b;
elim tol (bolt3 et lframe);
bolt4a = sur4 volu tran (3) (0 0 thl);
bolt4b = (sur4 plus (0 0 thl)) volu tran (4) (0 0 hboltu);
bolt4 = bolt4a et bolt4b;
elim tol (bolt4 et lframe);
bolts = bolt1 et bolt2 et bolt3 et bolt4;
lframeb = lframe et bolts;
elim tol lframeb;
trac cach lframeb;
trac cach (lframeb et plate);
trac cach (lframeb et plate et uframe);
*
* pressurized clamping surfaces
*
presa = pre1 plus (0 0 (gap2 + thu));
presa = presa orie dire pz;
presb = pre3 plus (0 0 (gap2 + thu));
presb = presb orie dire pz;
presc = presb tour 30.0 p0 pz;
presd = (presa tour 90.0 p0 pz) syme plan p0 (0 1 0) pz;
presd = presd orie dire pz;
presur = presa et presb et presc et presd;
elim tol (presur et uframe);
trac cach (presur et uframe);
*
preplat = placen coul roug;
trac cach (plate et preplat);
*
oubl tol;
oubl p0;
oubl pz;
oubl p1;
oubl dhole;

69

oubl rhole;
oubl dext;
oubl rext;
oubl p2;
oubl p3;
oubl p4;
oubl p5;
oubl p6;
oubl p7;
oubl p8;
oubl c1;
oubl pc1;
oubl pz1;
oubl p2b;
oubl c2;
oubl c3;
oubl c4;
oubl c5;
oubl pc2;
oubl pz2;
oubl p6b;
oubl c6;
oubl c7;
oubl c8;
oubl cc0;
oubl c9a;
oubl c9b;
oubl c9;
oubl c10;
oubl cc;
oubl bas1;
oubl c11;
oubl pre1;
oubl pre2a;
oubl pc3;
oubl pre2b;
oubl pre2;
oubl pre3;
oubl pre4;
oubl baspr;
oubl bas2;
oubl baspr2;
oubl bas;
oubl gap;
oubl gap2;
oubl ubas;
oubl thu;
oubl cl2;
*
*oubl c12;
oubl dpla;
oubl rpla;
oubl p0s;
oubl p1s;
oubl p2s;
oubl p3s;
oubl p4s;
oubl p5s;
oubl p6s;
oubl p7s;
oubl p8s;
oubl p9s;
oubl p10s;
oubl p11s;
oubl p12s;
oubl p13s;
oubl p14s;
oubl p15s;
oubl p16s;
oubl p17s;
oubl p18s;
oubl p19s;
oubl nrp1;
oubl nrp2;
oubl nrp3;
*oubl qu1;
*oubl qu2;
*oubl qu3;
*oubl qu4;
oubl c1s;
oubl c2s;
oubl c3s;
oubl c4s;
oubl pla1;
oubl pla2;
oubl pla3;
oubl pla4;
oubl pla5;
oubl pla6;
oubl pla7;
oubl pla8;
oubl place;
oubl placen;
*
oubl p4p;
oubl c3p;
oubl p5p;
oubl c4p;
oubl c5p;
oubl cc0p;
oubl ccp;
oubl bas1p;

Thursday 25th April, 2024 @ 17:10

oubl bas2p;
oubl dbolt;
oubl rbolt;
oubl lpb;
oubl lpre1;
oubl lpre2a;
oubl lpre2b;
oubl lpre2;
oubl lpre3;
oubl lpre4;
oubl lbaspr;
oubl lbaspr2;
oubl lbas;
oubl thl;
oubl lobas;
oubl lframe;
oubl lpb2;
oubl sur11;
oubl ier;
oubl sur12;
oubl sur1;
oubl sur2a;
oubl sur1s;
oubl sur2b;
oubl sur2;
oubl sur3;
oubl sur4;
oubl hbolt;
oubl hboltu;
oubl bolt1a;
oubl bolt1b;
oubl bolt1;
oubl bolt2a;
oubl bolt2b;
oubl bolt2;
oubl bolt3a;
oubl bolt3b;
oubl bolt3;
oubl bolt4a;
oubl bolt4b;
oubl bolt4;
oubl bolts;
oubl presa;
oubl presb;
oubl presc;
oubl presd;
oubl ref;
list;
*
nplate = chan poi1 plate;
*
ecub8 = (lframeb et uframe) elem cub8;
epri6 = (lframeb et uframe) elem pri6;
equa4 = plate elem qua4;
etri3 = plate elem tri3;
*
spec = lframeb et plate et uframe et presur et preplat

et nplate et ecub8 et epri6 et equa4 et etri3;

*
* We use the "DEPL spec TOUR ..." directive to rotate
* the entire mesh (spec)
* (together with its components: points/lines/parts)
* to become oriented like the fluid model, ready to be used
* (also) in a FSI calculation.
* One should NOT use the form "spec = spec TOUR ..." because only
* the main object (and NOT its components) would be rotated.
*
depl spec tour 90 (0 0 0) (0 -1 0);
*
tass spec noop;
sauv form spec;
trac cach spec;
list;
*
fin;

S2.dgibi

*$$$$ PX4CIR3D
*
* Pour generer le maillage 3D (plan) d’un quart de cercle
* avec seulement des quadrilateres a 4 noeuds.
* Le quart de cercle est defini par les deux extremes
* d’un arc (de 90 degrees), par le centre du cercle
* et par un autre point qui definit l’axe de rotation
* (axe perpendiculaire au plan du cercle, passant pour son centre).
*
* Input:
* =====
* P1 = premiere extremite de l’arc
* P2 = deuxieme extremite de l’arc
* PC = centre de l’arc
* PZ = autre point de l’axe
* N
* TOL= tolerance pour l’elimination des noeuds doubles
*
* Output:
* ======
* SUR = objet MAILLAGE d’elements de type QUA4
* IER = 0: pas d’erreur, .NE.0: erreur dans la generation de SUR
*
’DEBPROC’ PX4CIR3D P1*’POINT’ P2*’POINT’ PC*’POINT’ PZ*’POINT’

= nombre de mailles a generer sur chaque cote (doit etre pair)

N*’ENTIER’ TOL*’FLOTTANT’;

70

Thursday 25th April, 2024 @ 17:10

*------------------------------------------------------------------
*
ier=0;
n2 = n / 2;
p0 = 0 0 0;
pm1 = p1 plus p0;
depl pm1 tour 45 pc pz;
pm2 = 0.5*(pc plus p2);
pm3 = 0.5*(pc plus p1);
pm = 0.5*(pc plus pm1);
c1a = cerc n2 p1 pc pm1;
c1b = cerc n2 pm1 pc p2;
c2a = droi n2 p2 pm2;
c2b = droi n2 pm2 pc;
c3a = droi n2 pc pm3;
c3b = droi n2 pm3 p1;
c4a = droi n2 pm pm1;
c4b = droi n2 pm pm2;
c4c = droi n2 pm pm3;
sur1 = dall plan c4c c3b c1a (inve c4a);
sur2 = dall plan c4a c1b c2a (inve c4b);
sur3 = dall plan c2b c3a (inve c4c) c4b;
sur = sur1 et sur2 et sur3;
*
elim tol sur;
*
’FINPROC’ sur ier;
************************************************************************
opti echo 1;
opti dime 3 elem cub8;
opti sauv form ’S2.msh’;
opti trac psc ftra ’S2_mesh.ps’;
*
* upper frame
*
ref = 2;
*
tol = 1.E-5;
p0 = 0 0 0;
pz = 0 0 1;
p1 = 0.150 0 0;
dhole = 0.025;
rhole = dhole / 2.0;
dhext = 0.045;
rhext = dhext / 2.0;
p2 = (0.260 - rhext) 0 0;
p3 = (0.260 + rhext) 0 0;
p4 = 0.325 0 0;
p5 = p4 tour 45.0 p0 pz;
p6 = p3 tour 45.0 p0 pz;
p7 = p2 tour 45.0 p0 pz;
p8 = 0.150 0.150 0;
*
c1 = p1 d (9*ref) p2;
pc1 = 0.260 0 0;
pz1 = pc1 plus pz;
p2b = p3 tour 90.0 pc1 pz1;
c2 = p2 c (2*ref) pc1 p2b c (2*ref) pc1 p3;
c3 = p3 d (4*ref) p4;
c4 = p4 c (13*ref) p0 p5;
c5 = p5 d (3*ref) p6;
pc2 = pc1 tour 45.0 p0 pz;
pz2 = pc2 plus pz;
p6b = p7 tour 90.0 pc2 pz2;
c6 = p6 c (2*ref) pc2 p6b c (2*ref) pc2 p7;
c7 = p7 d (3*ref) p8;
* attention, following line should not use ref!
c8 = p8 d 25 p1;
*
cc0 = c1 et c2 et c3 et c4 et c5 et c6 et c7 et c8;
elim tol cc0;
*
c9a = c2 tour 15.0 p0 pz;
c9b = c6 tour (0 - 30.0) p0 pz;
c9 = elim tol (c9a et c9b);
c10 = c9 tour 15.0 p0 pz;
cc = cc0 et c9 et c10;
*
bas1 = surf cc plan;
bas1 = orie bas1 dire pz;
*
c11 = ((0.260 + rhole) 0 0) d (1*ref) p3;
pre1 = c11 rota (4*ref) 180.0 pc1 pz1;
pre2a = pre1 tour 15.0 p0 pz;
pc3 = pc1 tour 15.0 p0 pz;
pre2b = pre2a tour 180.0 pc3 (pc3 plus pz);
pre2 = pre2a et pre2b;
pre3 = pre2 tour 15.0 p0 pz;
pre4 = pre2b tour 30.0 p0 pz;
baspr = pre1 et pre2 et pre3 et pre4;
baspr = orie baspr dire pz;
elim tol (bas1 et baspr);
*
bas2 = bas1 syme plan p8 p5 (p8 plus pz);
baspr2 = baspr syme plan p8 p5 (p8 plus pz);
bas = bas1 et baspr et bas2 et baspr2;
elim tol bas;
bas = orie bas dire pz;
trac bas;
*
gap = 0.0008;
gap2 = gap / 2.0;

ubas = bas plus (0 0 gap2);
thu = 0.025;
uframe = ubas volu tran (3) (0 0 thu);
trac cach uframe;
*
* plate
*
dpla = 0.3;
rpla = 0.5 * dpla;
*
* aux = 0.03*cos(45)
*
aux = 0.0212132;
auxa = 0.06 - aux;
auxb = 0.06 + aux;
*
p0s = 0 0 0;
p1s = rpla 0 0;
p2s = rpla rpla 0;
p3s = 0 rpla 0;
*
p4s = auxa 0 0;
p5s = auxb 0 0;
p6s = 0 auxa 0;
p7s = auxa auxa 0;
p8s = auxb auxa 0;
p9s = 0.15 0.03 0;
p10s = 0 auxb 0;
p11s = auxa auxb 0;
p12s = auxb auxb 0;
p13s = 0.15 0.09 0;
p14s = 0.03 0.15 0;
p15s = 0.09 0.15 0;
*
nrp1 = 5;
nrp2 = 10;
nrp3 = 10;
*
c1s = p0s d nrp1 p4s;
c2s = p4s d nrp1 p7s;
c3s = p7s d nrp1 p6s;
c4s = p6s d nrp1 p0s;
pla1 = dall c1s c2s c3s c4s plan;
c1s = p4s d nrp2 p5s;
c2s = p5s d nrp1 p8s;
c3s = p8s d nrp2 p7s;
c4s = p7s d nrp1 p4s;
pla2 = dall c1s c2s c3s c4s plan;
c1s = p5s d nrp3 p1s;
c2s = p1s d nrp1 p9s;
c3s = p9s d nrp3 p8s;
c4s = p8s d nrp1 p5s;
pla3 = dall c1s c2s c3s c4s plan;
c1s = p6s d nrp1 p7s;
c2s = p7s d nrp2 p11s;
c3s = p11s d nrp1 p10s;
c4s = p10s d nrp2 p6s;
pla4 = dall c1s c2s c3s c4s plan;
c1s = p8s d nrp3 p9s;
c2s = p9s d nrp2 p13s;
c3s = p13s d nrp3 p12s;
c4s = p12s d nrp2 p8s;
pla5 = dall c1s c2s c3s c4s plan;
c1s = p10s d nrp1 p11s;
c2s = p11s d nrp3 p14s;
c3s = p14s d nrp1 p3s;
c4s = p3s d nrp3 p10s;
pla6 = dall c1s c2s c3s c4s plan;
c1s = p11s d nrp2 p12s;
c2s = p12s d nrp3 p15s;
c3s = p15s d nrp2 p14s;
c4s = p14s d nrp3 p11s;
pla7 = dall c1s c2s c3s c4s plan;
c1s = p12s d nrp3 p13s;
c2s = p13s d nrp3 p2s;
c3s = p2s d nrp3 p15s;
c4s = p15s d nrp3 p12s;
pla8 = dall c1s c2s c3s c4s plan;
place = pla1 et pla2 et pla3 et pla4 et pla5 et pla6 et

pla7 et pla8;

elim tol place;
p16s = auxa auxa 0;
p17s = auxb auxa 0;
p18s = 0.06 0.06 0;
p19s = 0.06 0.06 1;
c1s = p16s d nrp2 p17s;
c2s = p17s d nrp2 p18s;
c3s = p18s d nrp2 p16s;
qu1 = surf (c1s et c2s et c3s) plan;
qu2 = qu1 tour 90 p18s p19s;
qu3 = qu2 tour 90 p18s p19s;
qu4 = qu3 tour 90 p18s p19s;
elim tol (place et qu1);
elim tol (place et qu2);
elim tol (place et qu3);
elim tol (place et qu4);
placen = place et qu1 et qu2 et qu3 et qu4;
*
p4p = 0.3125 0 0;
c3p = p3 d (3*ref) p4p;
p5p = 0.3125 0.3125 0;
c4p = p4p d (16*ref) p5p;
c5p = p5p d (9*ref) p6;

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cc0p = c1 et c2 et c3p et c4p et c5p et c6 et c7 et c8;
*
ccp = cc0p et c9 et c10;
elim tol ccp;
*
bas1p = surf ccp plan;
bas1p = orie bas1p dire pz;
bas2p = bas1p syme plan p8 p5 (p8 plus pz);
elim tol (bas1p et baspr et bas2p et baspr2 et place);
plate = bas1p et baspr et bas2p et baspr2 et placen;
plate = orie plate dire pz;
trac plate;
trac cach (uframe et plate);
*
* lower frame with bolts
*
dbolt = 0.0245;
rbolt = dbolt / 2.0;
*
lpb = (0.260 + rbolt) 0 0;
c11 = lpb d (1*ref) p3;
lpre1 = c11 rota (4*ref) 180.0 pc1 pz1;
lpre2a = lpre1 tour 15.0 p0 pz;
lpre2b = lpre2a tour 180.0 pc3 (pc3 plus pz);
lpre2 = lpre2a et lpre2b;
lpre3 = lpre2 tour 15.0 p0 pz;
lpre4 = lpre2b tour 30.0 p0 pz;
lbaspr = lpre1 et lpre2 et lpre3 et lpre4;
lbaspr = orie lbaspr dire pz;
elim tol (bas1 et lbaspr);
*
lbaspr2 = lbaspr syme plan p8 p5 (p8 plus pz);
lbas = bas1 et lbaspr et bas2 et lbaspr2;
elim tol lbas;
lbas = orie lbas dire pz;
trac lbas;
*
thl = 0.025;
lobas = lbas plus (0 0 (0 - gap2 - thl));
lframe = lobas volu tran (3) (0 0 thl);
trac cach lframe;
trac cach (uframe et lframe);
trac cach (uframe et plate et lframe);
*
lpb2 = lpb tour 90.0 pc1 pz1;
sur11 ier = PX4CIR3D lpb lpb2 pc1 pz1 (2*ref) 1.E-3;
sur12 = sur11 tour 90.0 pc1 pz1;
sur1 = sur11 et sur12;
elim tol sur1;
sur1 = orie sur1 dire pz;
*
sur2a = sur1 tour 30.0 p0 pz;
sur1s = sur1 syme plan pc1 lpb pz1;
sur1s = orie sur1s dire pz;
sur2b = sur1s tour 30.0 p0 pz;
sur2 = sur2a et sur2b;
elim tol sur2;
sur2 = orie sur2 dire pz;
sur3 = sur2 tour 30.0 p0 pz;
sur4 = sur1s tour 90.0 p0 pz;
sur1 = sur1 plus (0 0 (0 - gap2 - thl));
sur2 = sur2 plus (0 0 (0 - gap2 - thl));
sur3 = sur3 plus (0 0 (0 - gap2 - thl));
sur4 = sur4 plus (0 0 (0 - gap2 - thl));
*
hbolt = 0.06;
hboltu = hbolt - thl;
*
bolt1a = sur1 volu tran (3) (0 0 thl);
bolt1b = (sur1 plus (0 0 thl)) volu tran (4) (0 0 hboltu);
bolt1 = bolt1a et bolt1b;
elim tol (bolt1 et lframe);
bolt2a = sur2 volu tran (3) (0 0 thl);
bolt2b = (sur2 plus (0 0 thl)) volu tran (4) (0 0 hboltu);
bolt2 = bolt2a et bolt2b;
elim tol (bolt2 et lframe);
bolt3a = sur3 volu tran (3) (0 0 thl);
bolt3b = (sur3 plus (0 0 thl)) volu tran (4) (0 0 hboltu);
bolt3 = bolt3a et bolt3b;
elim tol (bolt3 et lframe);
bolt4a = sur4 volu tran (3) (0 0 thl);
bolt4b = (sur4 plus (0 0 thl)) volu tran (4) (0 0 hboltu);
bolt4 = bolt4a et bolt4b;
elim tol (bolt4 et lframe);
bolts = bolt1 et bolt2 et bolt3 et bolt4;
lframeb = lframe et bolts;
elim tol lframeb;
trac cach lframeb;
trac cach (lframeb et plate);
trac cach (lframeb et plate et uframe);
*
* pressurized clamping surfaces
*
presa = pre1 plus (0 0 (gap2 + thu));
presa = presa orie dire pz;
presb = pre3 plus (0 0 (gap2 + thu));
presb = presb orie dire pz;
presc = presb tour 30.0 p0 pz;
presd = (presa tour 90.0 p0 pz) syme plan p0 (0 1 0) pz;
presd = presd orie dire pz;
presur = presa et presb et presc et presd;
elim tol (presur et uframe);

trac cach (presur et uframe);
*
preplat = placen coul roug;
trac cach (plate et preplat);
*
oubl tol;
oubl p0;
oubl pz;
oubl p1;
oubl dhole;
oubl rhole;
oubl dext;
oubl rext;
oubl p2;
oubl p3;
oubl p4;
oubl p5;
oubl p6;
oubl p7;
oubl p8;
oubl c1;
oubl pc1;
oubl pz1;
oubl p2b;
oubl c2;
oubl c3;
oubl c4;
oubl c5;
oubl pc2;
oubl pz2;
oubl p6b;
oubl c6;
oubl c7;
oubl c8;
oubl cc0;
oubl c9a;
oubl c9b;
oubl c9;
oubl c10;
oubl cc;
oubl bas1;
oubl c11;
oubl pre1;
oubl pre2a;
oubl pc3;
oubl pre2b;
oubl pre2;
oubl pre3;
oubl pre4;
oubl baspr;
oubl bas2;
oubl baspr2;
oubl bas;
oubl gap;
oubl gap2;
oubl ubas;
oubl thu;
oubl cl2;
*
*oubl c12;
oubl dpla;
oubl rpla;
oubl p0s;
oubl p1s;
oubl p2s;
oubl p3s;
oubl p4s;
oubl p5s;
oubl p6s;
oubl p7s;
oubl p8s;
oubl p9s;
oubl p10s;
oubl p11s;
oubl p12s;
oubl p13s;
oubl p14s;
oubl p15s;
oubl p16s;
oubl p17s;
oubl p18s;
oubl p19s;
oubl nrp1;
oubl nrp2;
oubl nrp3;
*oubl qu1;
*oubl qu2;
*oubl qu3;
*oubl qu4;
oubl c1s;
oubl c2s;
oubl c3s;
oubl c4s;
oubl pla1;
oubl pla2;
oubl pla3;
oubl pla4;
oubl pla5;
oubl pla6;
oubl pla7;
oubl pla8;
oubl place;
oubl placen;

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Thursday 25th April, 2024 @ 17:10

*
oubl p4p;
oubl c3p;
oubl p5p;
oubl c4p;
oubl c5p;
oubl cc0p;
oubl ccp;
oubl bas1p;
oubl bas2p;
oubl dbolt;
oubl rbolt;
oubl lpb;
oubl lpre1;
oubl lpre2a;
oubl lpre2b;
oubl lpre2;
oubl lpre3;
oubl lpre4;
oubl lbaspr;
oubl lbaspr2;
oubl lbas;
oubl thl;
oubl lobas;
oubl lframe;
oubl lpb2;
oubl sur11;
oubl ier;
oubl sur12;
oubl sur1;
oubl sur2a;
oubl sur1s;
oubl sur2b;
oubl sur2;
oubl sur3;
oubl sur4;
oubl hbolt;
oubl hboltu;
oubl bolt1a;
oubl bolt1b;
oubl bolt1;
oubl bolt2a;
oubl bolt2b;
oubl bolt2;
oubl bolt3a;
oubl bolt3b;
oubl bolt3;
oubl bolt4a;
oubl bolt4b;
oubl bolt4;
oubl bolts;
oubl presa;
oubl presb;
oubl presc;
oubl presd;
oubl ref;
list;
*
nplate = chan poi1 plate;
*
ecub8 = (lframeb et uframe) elem cub8;
epri6 = (lframeb et uframe) elem pri6;
equa4 = plate elem qua4;
etri3 = plate elem tri3;
ppqua4 = preplat elem qua4;
pptri3 = preplat elem tri3;
*
spec = lframeb et plate et uframe et presur et ppqua4 et pptri3

et nplate et ecub8 et epri6 et equa4 et etri3;

*
* We use the "DEPL spec TOUR ..." directive to rotate
* the entire mesh (spec)
* (together with its components: points/lines/parts)
* to become oriented like the fluid model, ready to be used
* (also) in a FSI calculation.
* One should NOT use the form "spec = spec TOUR ..." because only
* the main object (and NOT its components) would be rotated.
*
depl spec tour 90 (0 0 0) (0 -1 0);
*
tass spec noop;
sauv form spec;
trac cach spec;
list;
*
fin;

S3.dgibi

*$$$$ PX4CIR3D
*
* Pour generer le maillage 3D (plan) d’un quart de cercle
* avec seulement des quadrilateres a 4 noeuds.
* Le quart de cercle est defini par les deux extremes
* d’un arc (de 90 degrees), par le centre du cercle
* et par un autre point qui definit l’axe de rotation
* (axe perpendiculaire au plan du cercle, passant pour son centre).
*
* Input:
* =====

= nombre de mailles a generer sur chaque cote (doit etre pair)

* P1 = premiere extremite de l’arc
* P2 = deuxieme extremite de l’arc
* PC = centre de l’arc
* PZ = autre point de l’axe
* N
* TOL= tolerance pour l’elimination des noeuds doubles
*
* Output:
* ======
* SUR = objet MAILLAGE d’elements de type QUA4
* IER = 0: pas d’erreur, .NE.0: erreur dans la generation de SUR
*
’DEBPROC’ PX4CIR3D P1*’POINT’ P2*’POINT’ PC*’POINT’ PZ*’POINT’

N*’ENTIER’ TOL*’FLOTTANT’;

*------------------------------------------------------------------
*
ier=0;
n2 = n / 2;
p0 = 0 0 0;
pm1 = p1 plus p0;
depl pm1 tour 45 pc pz;
pm2 = 0.5*(pc plus p2);
pm3 = 0.5*(pc plus p1);
pm = 0.5*(pc plus pm1);
c1a = cerc n2 p1 pc pm1;
c1b = cerc n2 pm1 pc p2;
c2a = droi n2 p2 pm2;
c2b = droi n2 pm2 pc;
c3a = droi n2 pc pm3;
c3b = droi n2 pm3 p1;
c4a = droi n2 pm pm1;
c4b = droi n2 pm pm2;
c4c = droi n2 pm pm3;
sur1 = dall plan c4c c3b c1a (inve c4a);
sur2 = dall plan c4a c1b c2a (inve c4b);
sur3 = dall plan c2b c3a (inve c4c) c4b;
sur = sur1 et sur2 et sur3;
*
elim tol sur;
*
’FINPROC’ sur ier;
************************************************************************
opti echo 1;
opti dime 3 elem cub8;
opti sauv form ’S3.msh’;
opti trac psc ftra ’S3_mesh.ps’;
*
* upper frame
*
ref = 2;
*
tol = 1.E-5;
p0 = 0 0 0;
pz = 0 0 1;
p1 = 0.150 0 0;
dhole = 0.025;
rhole = dhole / 2.0;
dhext = 0.045;
rhext = dhext / 2.0;
p2 = (0.260 - rhext) 0 0;
p3 = (0.260 + rhext) 0 0;
p4 = 0.325 0 0;
p5 = p4 tour 45.0 p0 pz;
p6 = p3 tour 45.0 p0 pz;
p7 = p2 tour 45.0 p0 pz;
p8 = 0.150 0.150 0;
*
c1 = p1 d (9*ref) p2;
pc1 = 0.260 0 0;
pz1 = pc1 plus pz;
p2b = p3 tour 90.0 pc1 pz1;
c2 = p2 c (2*ref) pc1 p2b c (2*ref) pc1 p3;
c3 = p3 d (4*ref) p4;
c4 = p4 c (13*ref) p0 p5;
c5 = p5 d (3*ref) p6;
pc2 = pc1 tour 45.0 p0 pz;
pz2 = pc2 plus pz;
p6b = p7 tour 90.0 pc2 pz2;
c6 = p6 c (2*ref) pc2 p6b c (2*ref) pc2 p7;
c7 = p7 d (3*ref) p8;
* attention, following line should not use ref!
c8 = p8 d 25 p1;
*
cc0 = c1 et c2 et c3 et c4 et c5 et c6 et c7 et c8;
elim tol cc0;
*
c9a = c2 tour 15.0 p0 pz;
c9b = c6 tour (0 - 30.0) p0 pz;
c9 = elim tol (c9a et c9b);
c10 = c9 tour 15.0 p0 pz;
cc = cc0 et c9 et c10;
*
bas1 = surf cc plan;
bas1 = orie bas1 dire pz;
*
c11 = ((0.260 + rhole) 0 0) d (1*ref) p3;
pre1 = c11 rota (4*ref) 180.0 pc1 pz1;
pre2a = pre1 tour 15.0 p0 pz;
pc3 = pc1 tour 15.0 p0 pz;
pre2b = pre2a tour 180.0 pc3 (pc3 plus pz);
pre2 = pre2a et pre2b;
pre3 = pre2 tour 15.0 p0 pz;
pre4 = pre2b tour 30.0 p0 pz;

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Thursday 25th April, 2024 @ 17:10

baspr = pre1 et pre2 et pre3 et pre4;
baspr = orie baspr dire pz;
elim tol (bas1 et baspr);
*
bas2 = bas1 syme plan p8 p5 (p8 plus pz);
baspr2 = baspr syme plan p8 p5 (p8 plus pz);
bas = bas1 et baspr et bas2 et baspr2;
elim tol bas;
bas = orie bas dire pz;
trac bas;
*
gap = 0.0008;
gap2 = gap / 2.0;
ubas = bas plus (0 0 gap2);
thu = 0.025;
uframe = ubas volu tran (3) (0 0 thu);
trac cach uframe;
*
* plate
*
dpla = 0.3;
rpla = 0.5 * dpla;
*
* aux = 0.03*cos(45)
*
aux = 0.0212132;
*
p0s = aux 0 0;
p1s = rpla 0 0;
p2s = rpla rpla 0;
p3s = 0 rpla 0;
*
p4s = 0 aux 0;
p5s = aux aux 0;
p6s = rpla 0.03 0;
p7s = 0.03 rpla 0;
*
nrp1 = 5;
nrp2 = 20;
*
c1s = p0s d nrp2 p1s;
c2s = p1s d nrp1 p6s;
c3s = p6s d nrp2 p5s;
c4s = p5s d nrp1 p0s;
pla1 = dall c1s c2s c3s c4s plan;
c1s = p4s d nrp1 p5s;
c2s = p5s d nrp2 p7s;
c3s = p7s d nrp1 p3s;
c4s = p3s d nrp2 p4s;
pla2 = dall c1s c2s c3s c4s plan;
c1s = p5s d nrp2 p6s;
c2s = p6s d nrp2 p2s;
c3s = p2s d nrp2 p7s;
c4s = p7s d nrp2 p5s;
pla3 = dall c1s c2s c3s c4s plan;
place = pla1 et pla2 et pla3;
elim tol place;
*
p8s = 0 0 0;
p9s = aux 0 0;
p10s = aux aux 0;
c1s = p8s d nrp1 p9s;
c2s = p9s d nrp1 p10s;
c3s = p10s d nrp1 p8s;
qu1 = surf (c1s et c2s et c3s) plan;
aux2 = 0.5*aux;
qu2 = qu1 tour 180 (aux2 aux2 0) (aux2 aux2 1);
elim tol (place et qu1);
elim tol (place et qu2);
placen = place et qu1 et qu2;
trac qual placen;
*
p4p = 0.3125 0 0;
c3p = p3 d (3*ref) p4p;
p5p = 0.3125 0.3125 0;
c4p = p4p d (16*ref) p5p;
c5p = p5p d (9*ref) p6;
cc0p = c1 et c2 et c3p et c4p et c5p et c6 et c7 et c8;
*
ccp = cc0p et c9 et c10;
elim tol ccp;
*
bas1p = surf ccp plan;
bas1p = orie bas1p dire pz;
bas2p = bas1p syme plan p8 p5 (p8 plus pz);
elim tol (bas1p et baspr et bas2p et baspr2 et place);
plate = bas1p et baspr et bas2p et baspr2 et placen;
plate = orie plate dire pz;
trac plate;
trac cach (uframe et plate);
*
* lower frame with bolts
*
dbolt = 0.0245;
rbolt = dbolt / 2.0;
*
lpb = (0.260 + rbolt) 0 0;
c11 = lpb d (1*ref) p3;
lpre1 = c11 rota (4*ref) 180.0 pc1 pz1;
lpre2a = lpre1 tour 15.0 p0 pz;
lpre2b = lpre2a tour 180.0 pc3 (pc3 plus pz);
lpre2 = lpre2a et lpre2b;

lpre3 = lpre2 tour 15.0 p0 pz;
lpre4 = lpre2b tour 30.0 p0 pz;
lbaspr = lpre1 et lpre2 et lpre3 et lpre4;
lbaspr = orie lbaspr dire pz;
elim tol (bas1 et lbaspr);
*
lbaspr2 = lbaspr syme plan p8 p5 (p8 plus pz);
lbas = bas1 et lbaspr et bas2 et lbaspr2;
elim tol lbas;
lbas = orie lbas dire pz;
trac lbas;
*
thl = 0.025;
lobas = lbas plus (0 0 (0 - gap2 - thl));
lframe = lobas volu tran (3) (0 0 thl);
trac cach lframe;
trac cach (uframe et lframe);
trac cach (uframe et plate et lframe);
*
lpb2 = lpb tour 90.0 pc1 pz1;
sur11 ier = PX4CIR3D lpb lpb2 pc1 pz1 (2*ref) 1.E-3;
sur12 = sur11 tour 90.0 pc1 pz1;
sur1 = sur11 et sur12;
elim tol sur1;
sur1 = orie sur1 dire pz;
*
sur2a = sur1 tour 30.0 p0 pz;
sur1s = sur1 syme plan pc1 lpb pz1;
sur1s = orie sur1s dire pz;
sur2b = sur1s tour 30.0 p0 pz;
sur2 = sur2a et sur2b;
elim tol sur2;
sur2 = orie sur2 dire pz;
sur3 = sur2 tour 30.0 p0 pz;
sur4 = sur1s tour 90.0 p0 pz;
sur1 = sur1 plus (0 0 (0 - gap2 - thl));
sur2 = sur2 plus (0 0 (0 - gap2 - thl));
sur3 = sur3 plus (0 0 (0 - gap2 - thl));
sur4 = sur4 plus (0 0 (0 - gap2 - thl));
*
hbolt = 0.06;
hboltu = hbolt - thl;
*
bolt1a = sur1 volu tran (3) (0 0 thl);
bolt1b = (sur1 plus (0 0 thl)) volu tran (4) (0 0 hboltu);
bolt1 = bolt1a et bolt1b;
elim tol (bolt1 et lframe);
bolt2a = sur2 volu tran (3) (0 0 thl);
bolt2b = (sur2 plus (0 0 thl)) volu tran (4) (0 0 hboltu);
bolt2 = bolt2a et bolt2b;
elim tol (bolt2 et lframe);
bolt3a = sur3 volu tran (3) (0 0 thl);
bolt3b = (sur3 plus (0 0 thl)) volu tran (4) (0 0 hboltu);
bolt3 = bolt3a et bolt3b;
elim tol (bolt3 et lframe);
bolt4a = sur4 volu tran (3) (0 0 thl);
bolt4b = (sur4 plus (0 0 thl)) volu tran (4) (0 0 hboltu);
bolt4 = bolt4a et bolt4b;
elim tol (bolt4 et lframe);
bolts = bolt1 et bolt2 et bolt3 et bolt4;
lframeb = lframe et bolts;
elim tol lframeb;
trac cach lframeb;
trac cach (lframeb et plate);
trac cach (lframeb et plate et uframe);
*
* pressurized clamping surfaces
*
presa = pre1 plus (0 0 (gap2 + thu));
presa = presa orie dire pz;
presb = pre3 plus (0 0 (gap2 + thu));
presb = presb orie dire pz;
presc = presb tour 30.0 p0 pz;
presd = (presa tour 90.0 p0 pz) syme plan p0 (0 1 0) pz;
presd = presd orie dire pz;
presur = presa et presb et presc et presd;
elim tol (presur et uframe);
trac cach (presur et uframe);
*
preplat = placen coul roug;
trac cach (plate et preplat);
*
oubl tol;
oubl p0;
oubl pz;
oubl p1;
oubl dhole;
oubl rhole;
oubl dext;
oubl rext;
oubl p2;
oubl p3;
oubl p4;
oubl p5;
oubl p6;
oubl p7;
oubl p8;
oubl c1;
oubl pc1;
oubl pz1;
oubl p2b;
oubl c2;
oubl c3;

74

Thursday 25th April, 2024 @ 17:10

oubl lpre1;
oubl lpre2a;
oubl lpre2b;
oubl lpre2;
oubl lpre3;
oubl lpre4;
oubl lbaspr;
oubl lbaspr2;
oubl lbas;
oubl thl;
oubl lobas;
oubl lframe;
oubl lpb2;
oubl sur11;
oubl ier;
oubl sur12;
oubl sur1;
oubl sur2a;
oubl sur1s;
oubl sur2b;
oubl sur2;
oubl sur3;
oubl sur4;
oubl hbolt;
oubl hboltu;
oubl bolt1a;
oubl bolt1b;
oubl bolt1;
oubl bolt2a;
oubl bolt2b;
oubl bolt2;
oubl bolt3a;
oubl bolt3b;
oubl bolt3;
oubl bolt4a;
oubl bolt4b;
oubl bolt4;
oubl bolts;
oubl presa;
oubl presb;
oubl presc;
oubl presd;
oubl ref;
list;
*
nplate = chan poi1 plate;
*
ecub8 = (lframeb et uframe) elem cub8;
epri6 = (lframeb et uframe) elem pri6;
equa4 = plate elem qua4;
etri3 = plate elem tri3;
ppqua4 = preplat elem qua4;
pptri3 = preplat elem tri3;
*
spec = lframeb et plate et uframe et presur et ppqua4 et pptri3

et nplate et ecub8 et epri6 et equa4 et etri3;

*
* We use the "DEPL spec TOUR ..." directive to rotate
* the entire mesh (spec)
* (together with its components: points/lines/parts)
* to become oriented like the fluid model, ready to be used
* (also) in a FSI calculation.
* One should NOT use the form "spec = spec TOUR ..." because only
* the main object (and NOT its components) would be rotated.
*
depl spec tour 90 (0 0 0) (0 -1 0);
*
tass spec noop;
sauv form spec;
trac cach spec;
list;
*
fin;

oubl c4;
oubl c5;
oubl pc2;
oubl pz2;
oubl p6b;
oubl c6;
oubl c7;
oubl c8;
oubl cc0;
oubl c9a;
oubl c9b;
oubl c9;
oubl c10;
oubl cc;
oubl bas1;
oubl c11;
oubl pre1;
oubl pre2a;
oubl pc3;
oubl pre2b;
oubl pre2;
oubl pre3;
oubl pre4;
oubl baspr;
oubl bas2;
oubl baspr2;
oubl bas;
oubl gap;
oubl gap2;
oubl ubas;
oubl thu;
oubl cl2;
*
*oubl c12;
oubl dpla;
oubl rpla;
oubl p0s;
oubl p1s;
oubl p2s;
oubl p3s;
oubl p4s;
oubl p5s;
oubl p6s;
oubl p7s;
oubl p8s;
oubl p9s;
oubl p10s;
oubl nrp1;
oubl nrp2;
oubl c1s;
oubl c2s;
oubl c3s;
oubl c4s;
oubl pla1;
oubl pla2;
oubl pla3;
*oubl qu1;
*oubl qu2;
oubl place;
*
oubl p4p;
oubl c3p;
oubl p5p;
oubl c4p;
oubl c5p;
oubl cc0p;
oubl ccp;
oubl bas1p;
oubl bas2p;
oubl dbolt;
oubl rbolt;
oubl lpb;

75

Thursday 25th April, 2024 @ 17:10

Appendix IG — Input ﬁles with GLIS contact

All the input ﬁles with the GLIS contact model used in the previous Sections are listed below.

D14 FP 15.epx

D14_FP_15
ECHO
!CONV win
CAST ’FP.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D14 FP 25.epx

D14_FP_25
ECHO
!CONV win
CAST ’FP.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_15es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

’esha’ LECT lframeb TERM

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_25es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6

76

Thursday 25th April, 2024 @ 17:10

RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D14 FP 35.epx

D14_FP_35
ECHO
!CONV win
CAST ’FP.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D14 FP 60.epx

D14_FP_60
ECHO
!CONV win
CAST ’FP.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

COND APPU LARG LECT shar1 shar2 TERM

’shar1’ LECT lframeb TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

77

Thursday 25th April, 2024 @ 17:10

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_60es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D14 P1 15.epx

D14_P1_15
ECHO
!CONV win
CAST ’P1.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0

X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_15es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D14 P1 25.epx

D14_P1_25
ECHO
!CONV win
CAST ’P1.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3

78

Thursday 25th April, 2024 @ 17:10

CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_25es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D14 P1 35.epx

D14_P1_35
ECHO

!CONV win
CAST ’P1.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1

79

Thursday 25th April, 2024 @ 17:10

JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D14 P2 15.epx

D14_P2_15
ECHO
!CONV win
CAST ’P2.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D14 P2 25.epx

D14_P2_25
ECHO
!CONV win
CAST ’P2.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

COND APPU LARG LECT shar1 shar2 TERM

’shar1’ LECT lframeb TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_15es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_25es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

80

Thursday 25th April, 2024 @ 17:10

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D14 P2 35.epx

D14_P2_35
ECHO
!CONV win
CAST ’P2.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D14 P3 15.epx

D14_P3_15
ECHO
!CONV win
CAST ’P3.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 6000
PR6 100

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

81

Thursday 25th April, 2024 @ 17:10

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_15es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D14 P3 25.epx

D14_P3_25
ECHO
!CONV win
CAST ’P3.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 6000
PR6 100

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0

’nbad2’ LECT nlfb TERM

R 0.0095

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_25es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D14 P3 35.epx

D14_P3_35
ECHO
!CONV win
CAST ’P3.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 6000
PR6 100

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM

82

Thursday 25th April, 2024 @ 17:10

COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D14 S1 15.epx

D14_S1_15
ECHO
!CONV win
CAST ’S1.msh’ spec

EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_15es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST

83

Thursday 25th April, 2024 @ 17:10

ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D14 S1 25.epx

D14_S1_25
ECHO
!CONV win
CAST ’S1.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D14 S1 35.epx

D14_S1_35
ECHO
!CONV win
CAST ’S1.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

COND APPU LARG LECT shar1 shar2 TERM

’shar1’ LECT lframeb TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_25es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

84

Thursday 25th April, 2024 @ 17:10

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D14 S2 15.epx

D14_S2_15
ECHO
!CONV win
CAST ’S2.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
CL3T 20000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur ppqua4
CL3T pptri3

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D14 S2 25.epx

D14_S2_25
ECHO
!CONV win
CAST ’S2.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CL3T 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur ppqua4
CL3T pptri3

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

COND APPU LARG LECT shar1 shar2 TERM

’nbad2’ LECT nlfb TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_15es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

85

Thursday 25th April, 2024 @ 17:10

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_25es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D14 S2 35.epx

D14_S2_35
ECHO
!CONV win
CAST ’S2.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CL3T 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur ppqua4
CL3T pptri3

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D14 S3 15.epx

D14_S3_15
ECHO
!CONV win
CAST ’S3.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
CL3T 20000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3

86

Thursday 25th April, 2024 @ 17:10

CL3D presur ppqua4
CL3T pptri3

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

ECHO
!CONV win
CAST ’S3.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CL3T 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur ppqua4
CL3T pptri3

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

COND APPU LARG LECT shar1 shar2 TERM

’nbad2’ LECT nlfb TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_15es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

ORIE INVE LECT preplat TERM

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D14 S3 25.epx

D14_S3_25

INCLUDE ’p77_25es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

87

Thursday 25th April, 2024 @ 17:10

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D14 S3 35.epx

D14_S3_35
ECHO
!CONV win
CAST ’S3.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CL3T 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur ppqua4
CL3T pptri3

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

LINK DECO

PESC LECT plate TERM

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D6 FP 15.epx

D6_FP_15
ECHO
!CONV win
CAST ’FP.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

COND APPU LARG LECT shar1 shar2 TERM

’shar1’ LECT lframeb TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 11.50E8 MXIT 50 ! Docol 1400M

QR1 2.410E8 CR1 610.9 QR2 1.641E8 CR2 95.8
PDOT 5.E-4 C 4.E-3 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 741.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_15es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6

88

Thursday 25th April, 2024 @ 17:10

RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D6 FP 25.epx

D6_FP_25
ECHO
!CONV win
CAST ’FP.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_25es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D6 FP 35.epx

D6_FP_35
ECHO
!CONV win
CAST ’FP.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

GROU 3 ’pp1’

LECT plate TERM

89

Thursday 25th April, 2024 @ 17:10

COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D6 FP 60.epx

D6_FP_60
ECHO
!CONV win
CAST ’FP.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_60es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D6 P1 15.epx

D6_P1_15
ECHO
!CONV win
CAST ’P1.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3

90

Thursday 25th April, 2024 @ 17:10

CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_15es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D6 P1 25.epx

D6_P1_25
ECHO

!CONV win
CAST ’P1.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_25es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1

91

Thursday 25th April, 2024 @ 17:10

JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D6 P1 35.epx

D6_P1_35
ECHO
!CONV win
CAST ’P1.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D6 P2 15.epx

D6_P2_15
ECHO
!CONV win
CAST ’P2.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

COND APPU LARG LECT shar1 shar2 TERM

’shar1’ LECT lframeb TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_15es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

92

Thursday 25th April, 2024 @ 17:10

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D6 P2 25.epx

D6_P2_25
ECHO
!CONV win
CAST ’P2.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_25es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D6 P2 35.epx

D6_P2_35
ECHO
!CONV win
CAST ’P2.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

93

Thursday 25th April, 2024 @ 17:10

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D6 P3 15.epx

D6_P3_15
ECHO
!CONV win
CAST ’P3.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 6000
PR6 100

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_15es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D6 P3 25.epx

D6_P3_25
ECHO
!CONV win
CAST ’P3.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 6000
PR6 100

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

94

Thursday 25th April, 2024 @ 17:10

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_25es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D6 P3 35.epx

D6_P3_35
ECHO
!CONV win
CAST ’P3.msh’ spec
EROS 1.0 CROI
TRID LAGR

DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 6000
PR6 100

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN

95

Thursday 25th April, 2024 @ 17:10

GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D6 S1 15.epx

D6_S1_15
ECHO
!CONV win
CAST ’S1.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D6 S1 25.epx

D6_S1_25
ECHO
!CONV win
CAST ’S1.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

COND APPU LARG LECT shar1 shar2 TERM

’shar1’ LECT lframeb TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_15es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_25es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

INIT ADAP SPLI LEVE 3 LECT esha TERM

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

96

Thursday 25th April, 2024 @ 17:10

CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D6 S1 35.epx

D6_S1_35
ECHO
!CONV win
CAST ’S1.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur preplat

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D6 S2 15.epx

D6_S2_15
ECHO
!CONV win
CAST ’S2.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CL3T 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur ppqua4
CL3T pptri3

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

COND APPU LARG LECT shar1 shar2 TERM

’nbad2’ LECT nlfb TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

97

Thursday 25th April, 2024 @ 17:10

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_15es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D6 S2 25.epx

D6_S2_25
ECHO
!CONV win
CAST ’S2.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CL3T 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur ppqua4
CL3T pptri3

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_25es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D6 S2 35.epx

D6_S2_35
ECHO
!CONV win
CAST ’S2.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CL3T 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur ppqua4
CL3T pptri3

TERM

98

Thursday 25th April, 2024 @ 17:10

COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
CL3T 20000
T3GS 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur ppqua4
CL3T pptri3

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

COND APPU LARG LECT shar1 shar2 TERM

’nbad2’ LECT nlfb TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

ORIE INVE LECT preplat TERM

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D6 S3 15.epx

D6_S3_15
ECHO
!CONV win
CAST ’S3.msh’ spec

INCLUDE ’p77_15es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1

99

Thursday 25th April, 2024 @ 17:10

JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D6 S3 25.epx

D6_S3_25
ECHO
!CONV win
CAST ’S3.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CL3T 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur ppqua4
CL3T pptri3

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_25es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM

BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM
ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

D6 S3 35.epx

D6_S3_35
ECHO
!CONV win
CAST ’S3.msh’ spec
EROS 1.0 CROI
TRID LAGR
DIME ADAP NPOI 100000
Q4GS 100000
CL3D 100000
T3GS 20000
CL3T 20000
CUB8 4600

ENDA

TERM
GEOM CUB8 ecub8
PR6 epri6
Q4GS equa4
T3GS etri3
CL3D presur ppqua4
CL3T pptri3

TERM
COMP EPAI 0.8E-3 LECT plate TERM

NGRO 12 ’blox’

LECT lframeb TERM COND X GT 0.0253

’symy’ LECT plate TERM COND Y LT 0.0001
’symz’ LECT plate TERM COND Z LT 0.0001
’csymy’ LECT lframeb uframe TERM COND Y LT 0.0001
’csymz’ LECT lframeb uframe TERM COND Z LT 0.0001
’cen’
’elfb’ LECT lframeb TERM COND ENVE
’nlfb’ LECT elfb TERM COND X GT -0.01
COND X LT 0.001

LECT plate TERM COND NEAR POIN 0.0 0.0 0.0

’nbad1’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0.260 Z1 0
X2 0.001 Y2 0.260 Z2 0
R 0.0095

’nbad2’ LECT nlfb TERM

COND CYLI X1 -0.01 Y1 0 Z1 0.260
X2 0.001 Y2 0 Z2 0.260
R 0.0095

’shar1’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0.15 Z1 0

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

’shar2’ LECT lframeb TERM

COND LINE X1 0.0004 Y1 0

Z1 0.15

X2 0.0004 Y2 0.15 Z2 0.15 TOL 0.0001

GROU 3 ’pp1’

LECT plate TERM
COND BOX X0 0.0 Y0 0.0 Z0 0.0

DX 0.1 DY 0.15 DZ 0.15

’prec’ LECT preplat TERM

COND NEAR POIN 0.0 0.0 0.0

’esha’ LECT lframeb TERM

COND APPU LARG LECT shar1 shar2 TERM

COUL TURQ LECT lframeb TERM

VERT LECT plate TERM
BLEU LECT uframe pp1 TERM

ORIE INVE LECT preplat TERM

INCLUDE ’p77_35es.txt’
ADAP THRS ECRO 11 TMIN 0.01 TMAX 0.02 MAXL 4 CRIT 1

LECT pp1 TERM

MATE VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100
QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT lframeb TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1
LECT uframe TERM

VPJC RO 7850.0 YOUN 2.1E11 NU 0.33 ELAS 3.257E8 MXIT 100 ! Docol 600

QR1 2.348E8 CR1 56.2 QR2 4.457E8 CR2 4.7
PDOT 5.E-4 C 1.E-2 TQ 0.9 CP 452.0
TM 1800.0 M 1.0 DC 1.0 WC 555.0E6
RESI 1

100

Thursday 25th April, 2024 @ 17:10

LECT plate TERM

IMPE PIMP RO 7850.0 PRES 43.9e6 PREF 0.0

LECT presur TERM

IMPE PIMP RO 7850 PRES 1.0 PREF 0.0 FONC 1

LECT preplat TERM

LINK COUP SPLT NONE

GLIS 2 FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3
CMAI LECT plate TERM EXTE POIN 1 0 0
PESC LECT nlfb DIFF nbad1 nbad2 TERM
FROT MUST 0.5 MUDY 0.5 GAMM 0 PGAP 0.4E-3

MAIT LECT uframe TERM
PESC LECT plate TERM

LINK DECO

BLOQ 123 LECT blox TERM
BLOQ 2 LECT csymy TERM
BLOQ 3 LECT csymz TERM
BLOQ 246 LECT symy TERM
BLOQ 345 LECT symz TERM

INIT ADAP SPLI LEVE 3 LECT esha TERM

ECRI DEPL VITE ECRO FAIL TFRE 0.2E-3

POIN LECT cen TERM
NOELEM

FICH ALIT TFRE 0.1E-4

POIN LECT cen symy TERM
ELEM LECT prec TERM

FICH PVTK TFRE
GROU AUTO
VARI ECRO CONT FAIL DEPL VITE FLIA PL2T

0.1e-3

FICH SPLI ALIC TFRE 2.0E-4

OPTI NOTE CSTA 0.7

LOG 1
JAUM
LMST
ADAP RCON WHAN
GLIS NORM ELEM
ADAP

CALC TINI 0 TEND 3.0E-3 TFAI 2.0E-8
FIN

101

Thursday 25th April, 2024 @ 17:10

P
P1.dgibi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61
P2.dgibi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 63
P3.dgibi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 66

S
S1.dgibi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 68
S2.dgibi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 70
S3.dgibi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 73

List of input ﬁles

D
D14 FP 15.epx. . . . . . . . . . . . . . . . . . . . . . . . . . . .36, 76
D14 FP 25.epx. . . . . . . . . . . . . . . . . . . . . . . . . . . .36, 76
D14 FP 35.epx. . . . . . . . . . . . . . . . . . . . . . . . . . . .37, 77
D14 FP 60.epx. . . . . . . . . . . . . . . . . . . . . . . . . . . .37, 77
D14 P1 15.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38, 78
D14 P1 25.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38, 78
D14 P1 35.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39, 79
D14 P2 15.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39, 80
D14 P2 25.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40, 80
D14 P2 35.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40, 81
D14 P3 15.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41, 81
D14 P3 25.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41, 82
D14 P3 35.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42, 82
D14 S1 15.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42, 83
D14 S1 25.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . 43, 84
D14 S1 35.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . 43, 84
D14 S2 15.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . 44, 85
D14 S2 25.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45, 85
D14 S2 35.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45, 86
D14 S3 15.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . 46, 86
D14 S3 25.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . 46, 87
D14 S3 35.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47, 88
D6 FP 15.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47, 88
D6 FP 15f.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48
D6 FP 25.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48, 89
D6 FP 35.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48, 89
D6 FP 60.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49, 90
D6 P1 15.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50, 90
D6 P1 25.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50, 91
D6 P1 35.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51, 92
D6 P2 15.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51, 92
D6 P2 25.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52, 93
D6 P2 35.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52, 93
D6 P3 15.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 53, 94
D6 P3 25.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 53, 94
D6 P3 35.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54, 95
D6 S1 15.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54, 96
D6 S1 25.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55, 96
D6 S1 35.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55, 97
D6 S2 15.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 56, 97
D6 S2 25.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 56, 98
D6 S2 35.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 57, 98
D6 S3 15.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 57, 99
D6 S3 25.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . 58, 100
D6 S3 35.epx . . . . . . . . . . . . . . . . . . . . . . . . . . . . 59, 100

F
FP.dgibi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 59

102

Getting in touch with the EU 

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