INTERNAT IONAL COUNCIL
ON COMBUSTION ENGINESCONSEIL INTERNATIONAL
DES MACHINES A COMBUSTION

CO-ORDINATING WORKING GROUP"CLASSIFICATION SOCIETIES – DIESEL"(WG2)

Proposal by CIMAC WG4
16.10.2009

IACS UR M53, Appendix IV
Guidance for evaluation of

Fatigue Tests

-2-

Index
1.
2.

Introduction.......................................................................................................... 3
Evaluation of test results ..................................................................................... 3
2.1. Principles...................................................................................................... 3
2.2. Staircase method ......................................................................................... 4
2.3. Modified staircase method ........................................................................... 4
2.4. Calculation of sample mean and standard deviation .................................... 5
2.5. Confidence interval for mean fatigue limit .................................................... 8
2.6. Confidence interval for standard deviation ................................................. 10
3. Small specimen testing...................................................................................... 11
3.1. Determination of bending fatigue strength.................................................. 11
3.2. Determination of torsional fatigue strength................................................. 11
3.3. Other test positions .................................................................................... 123.4. Correlation of test results ........................................................................... 12
4. Full size testing.................................................................................................. 13
4.1. Hydraulic pulsation ..................................................................................... 13
4.2. Resonance tester ....................................................................................... 13
5. Use of existing results for similar crankshafts.................................................... 15

-3-

1. Introduction
Fatigue testing can be divided into two main groups; testing of small specimens andfull size crank throws.
For crankshafts without any fillet surface treatment, the fatigue strength can be
determined by testing small specimens taken from a full size crank throw. One
advantage is the rather high number of specimens which can be then manufactured.
Another advantage is that the tests can be made with different stress ratios (R-ratios)
and/or different modes e.g. axial, bending and torsion, with or without a notch. This isrequired for evaluation of the material data to be used with critical plane criteria.
For crankshafts with surface treatment the fatigue strength can only be determinedthrough testing of full size crank throws. For cost reasons this usually means a low
number of crank throws. The load can be applied by hydraulic actuators in a 3- or 4point bending arrangement, or by an exciter in a resonance test rig. The latter isfrequently used, although it usually limits the stress ratio to R = -1.
Testing can be made using the staircase method or a modified version thereof which
is presented in this document. Other statistical evaluation methods may also be
applied.

2. Evaluation of test results
2.1.

Principles

Prior to fatigue testing the crankshaft must be tested as required by quality control
procedures, e.g. for chemical composition, mechanical properties, surface hardness,hardness depth and extension, fillet surface finish, etc.
The test samples should be prepared so as to represent the “lower end” of theacceptance range e.g. for induction hardened crankshafts this means the lower
range of acceptable hardness depth, the shortest extension through a fillet, etc.
Otherwise the mean value test results should be corrected with a confidence interval:
a 90% confidence interval may be used both for the sample mean and the standard
deviation.
The test results, when applied in M53, shall be evaluated to represent the mean
fatigue strength, with or without taking into consideration the 90% confidence interval
as mentioned above. The standard deviation should be considered by taking the 90%
confidence into account. Subsequently the result to be used as the fatigue strength isthen the mean fatigue strength minus one standard deviation.
If the evaluation aims to find a relationship between (static) mechanical properties
and the fatigue strength, the relation must be based on the real (measured)mechanical properties, not on the specified minimum properties.

-4The calculation technique presented in Chapter 2.4 was developed for the original
staircase method. However, since there is no similar method dedicated to themodified staircase method the same is applied for both.
2.2.

Staircase method

In the original staircase method, the first specimen is subjected to a stresscorresponding to the expected average fatigue strength. If the specimen survives 107
cycles, it is discarded and the next specimen is subjected to a stress that is one
increment above the previous, i.e. a survivor is always followed by the next using a
stress one increment above the previous. The increment should be selected tocorrespond to the expected level of the standard deviation.
When a specimen fails prior to reaching 107 cycles, the obtained number of cycles isnoted and the next specimen is subjected to a stress that is one increment below theprevious. With this approach the sum of failures and run-outs is equal to the numberof specimens.
This original staircase method is only suitable when a high number of specimens areavailable. Through simulations it has been found that the use of about 25 specimens
in a staircase test leads to a sufficient accuracy in the result.
2.3.

Modified staircase method

When a limited number of specimens are available, it is advisable to apply themodified staircase method. Here the first specimen is subjected to a stress level thatis most likely well below the average fatigue strength. When this specimen has
survived 107 cycles, this same specimen is subjected to a stress level one increment
above the previous. The increment should be selected to correspond to the expectedlevel of the standard deviation. This is continued with the same specimen until failure.
Then the number of cycles is recorded and the next specimen is subjected to a stressthat is at least 2 increments below the level where the previous specimen failed.
With this approach the number of failures usually equals the number of specimens.
The number of run-outs, counted as the highest level where 107 cycles werereached, also equals the number of specimens.
The acquired result of a modified staircase method should be used with care, sincesome results available indicate that testing a runout on a higher test level, especiallyat high mean stresses, tends to increase the fatigue limit. However, this “training
effect” is less pronounced for high strength steels (e.g. UTS > 800 MPa).
If the confidence calculation is desired or necessary, the minimum number of test
specimens is 3.

-5-

2.4.

Calculation of sample mean and standard deviation

A hypothetical example of tests for 5 crank throws is presented further in thesubsequent text. When using the modified staircase method and the evaluation
method of Dixon and Mood, the number of samples will be 10, meaning 5 run-outs
and 5 failures, i.e.:
Number of samples,

n= 10

Furthermore the method distinguishes between
Less frequent event is failures C=1
Less frequent event is run-outs C=2
The method uses only the less frequent occurrence in the test results, i.e. if there are
more failures than run-outs, then the number of run-outs is used, and vice versa.
In the modified staircase method, the number of run-outs and failures are usuallyequal. However, the testing can be unsuccessful, e.g. the number of run-outs can beless than the number of failures if a specimen with 2 increments below the previous
failure level goes directly to failure. On the other hand, if this unexpected premature
failure occurs after a rather high number of cycles, it is possible to define the level
below this as a run-out.
Dixon and Mood’s approach, derived from the maximum likelihood theory, which also
may be applied here, especially on tests with few samples, presented some simple
approximate equations for calculating the sample mean and the standard deviationfrom the outcome of the staircase test. The sample mean can be calculated asfollows:

Sa

Sa0

d

A
F

1
2

when C=1

Sa

Sa0

d

A
F

1
2

when C=2

The standard deviation can be found bys

1.62 dF B A2F2

0.029

-6whereSa0 is the lowest stress level for the less frequent occurrenced is the stress increment
F = fiA= i·fi
B= i2·f i
i is the stress level numberingfi is the number of samples at stress level i
The formula for the standard deviation is an approximation and can be used when
B F A2
F2

0.3

and

0.5 s

d

1. 5 sIf any of these two conditions are not fulfilled, a new staircase test should beconsidered or the standard deviation should be taken quite large in order to be on thesafe side.
If increment d is greatly higher than the standard deviation s, the procedure leads toa lower standard deviation and a slightly higher sample mean, both compared tovalues calculated when the difference between the increment and the standard
deviation is relatively small. Respectively, if increment d is much less than thestandard deviation s, the procedure leads to a higher standard deviation and aslightly lower sample mean.
Example 2.1. Hypothetical test results may look as shown in Figure 2.1. The
processing of the results and the evaluation of the sample mean and the standard
deviation are shown in Figure 2.2.

Figure 2.1. Log sheet of a modified staircase test.

-7-

Stress level 0,

S a0

Stress increment,d375 MPa
25 MPaFailureRun-out
Sa0

450
425

i
2
1
0

400
375
350
325

fi
1
1
3
5
F

i*fi i^2*fi
2
4
1
1
0
0
3
5
A
B

F

fi

A

i fi

B

i

2

300
275
0

1

2

3

4

5

6

i = 0,1,2,... is the stress level numbering, the numbering ususally starts from zerofi
is number of test specimen at stress level, i

F

5

A

3

Level 0B

5

is the lowest value of the less frequent occurrence in the test results.

Sample mean
Sample mean,

Sa

Sa0

d

Sa0

d

A

1

F

2

A

1

F

2

Standard deviation
Sample standard deviation,s

1.62 dBF
FStandard deviation ratio,

sr

s
Sa

A

if C

1

if C

2

Sa

377.5 MPas

27.09 MPa

2

2

sr

Figure 2.2. Processing of the staircase test results.

0.029

0.072

fi

-82.5.

Confidence interval for mean fatigue limit

If the staircase fatigue test is repeated, the sample mean and the standard deviation
will most likely be different from the previous test. Therefore, it is necessary to assure
with a given confidence that the repeated test values will be above the chosen
fatigue limit by using a confidence interval for the sample mean.
The confidence interval for the sample mean value with unknown variance is known
to be distributed according to the t-distribution (also called student’s t-distribution)
which is a distribution symmetric around the average.
The confidence level normally used for the
sample mean is 90 %, meaning that 90 % ofsample means from repeated tests will be
above the value calculated with the chosenconfidence level. The figure shows the t-valuefor (1 - ) · 100% confidence interval for the
sample mean.
Figure 2.3. Student’s t-distribution
If Sa is the empirical mean and s is the empirical standard deviation over a series of nsamples, in which the variable values are normally distributed with an unknown
sample mean and unknown variance, the (1 - ) · 100% confidence interval for themean is:P Sa

t ,n 1sn

S aX %

1

The resulting confidence interval is symmetric around the empirical mean of thesample values, and the lower endpoint can be found as;

S aX %

Sat ,n 1snwhich is the mean fatigue limit (population value) to be used to obtain the reduced
fatigue limit where the limits for the probability of failure are taken into consideration.

-9-

Example 2.2. Applying a 90 % confidence interval ( = 0.1) and n = 10 (5 failuresand 5 run-outs) leads to t ,n-1 = 1.383, taken from a table for statistical evaluations (E.
Dougherty: Probability and Statistics for the Engineering, Computing and PhysicalSciences, 1990. Note that = n - 1 in the tables.). Hence:S a 90%

Sa

1.383

s
n

Sa

0.4373 s

To be conservative, some authors would consider n to be 5, as the physical numberof used specimen, then t ,n-1 = 1.533.

-102.6.

Confidence interval for standard deviation

The confidence interval for the variance of a normal random variable is known topossess a chi-square distribution with n - 1 degrees of freedom.
The confidence level on the standard deviation isused to ensure that the standard deviations for
repeated tests are below an upper limit obtained
from the fatigue test standard deviation with aconfidence level. The figure shows the chi-squarefor (1 - ) · 100% confidence interval for thevariance.
Figure 2.4. Chi-square distribution.
An assumed fatigue test value from n samples has a normal random variable with avariance of 2 and has an empirical variance s2. Then a (1 - ) · 100% confidence
interval for the variance is:P

n 1 s2

2

2

,n 1

1

A (1 – ) · 100% confidence interval for the standard deviation is obtained by thesquare root of the upper limit of the confidence interval for the variance and can befound by

sX %

n 1
2

s

a ,n 1This standard deviation (population value) is to be used to obtain the fatigue limit,
where the limits for the probability of failure are taken into consideration.
Example 2.3. Applying a 90% confidence interval ( = 0.1) and n = 10 (5 failures and5 run-outs) leads to 2 ,n 1 = 4.168, taken from a table for statistical evaluations (E.
Dougherty: Probability and Statistics for the Engineering, Computing and PhysicalSciences, 1990). Hence:

s 90%

n 1
s 1.47 s
4.168

To be conservative, some authors would consider n to be 5, as the physical numberof the used specimen, then 2 ,n 1 = 1.064.

-11-

3. Small specimen testing
In this connection a small specimen is considered to be one of the specimens takenfrom a crank throw. Since the specimens shall be representative for the fillet fatigue
strength, they should be taken out close to the fillets, as shown in Figure 3.1.

Figure 3.1. Specimen locations in a crank throw.
The (static) mechanical properties are to be determined as stipulated by the quality
control procedures.
3.1.

Determination of bending fatigue strength

It is advisable to use un-notched specimens in order to avoid uncertainties related tothe stress gradient influence. Push-pull testing (stress ratio R = -1) is preferred, but
for the purpose of critical plane criteria another stress ratio may be added.
A. If the objective of the testing is to document the influence of highcleanliness, test samples taken from positions approximately 120 degrees
in a circumferential direction may be used. See Figure 3.1.
B. If the objective of the testing is to document the influence of continuous
grain flow (cgf) forging, the specimens should be restricted to the vicinity of
the crank plane.
3.2.

Determination of torsional fatigue strength

A. If the specimens are subjected to torsional testing, the selection of samples
should follow the same guidelines as for bending above. The stressgradient influence has to be considered in the evaluation.
B. If the specimens are tested in push-pull, the samples should be taken out
at an angle of 45 degrees to the crank plane. When taking the specimen ata distance from the (crank) middle plane of the crankshaft along the fillet,
this plane rotates around the pin centre point making it possible toresample the fracture direction due to torsion (the results are to beconverted into the pertinent torsional values.)

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3.3.

Other test positions

If the test purpose is to find fatigue properties and the crankshaft is forged in amanner likely to lead to cgf, the specimens may also be taken longitudinally from a
prolonged shaft piece where specimens for mechanical testing are usually taken. The
condition is that this prolonged shaft piece is heat treated as a part of the crankshaft
and that the size is so as to result in a similar quenching rate as the crank throw.
When using test results from a prolonged shaft piece, it must be considered how well
the grain flow in that shaft piece is representative for the crank fillets.
3.4.

Correlation of test results

When using the bending fatigue properties from tests mentioned in this section, it
should be kept in mind that successful continuous grain flow (cgf) forging leading toelevated values compared to other (non cgf) forging (or empirical approaches), will
normally not lead to a torsional fatigue strength improvement of the same magnitude.
In such cases it is advised to either carry out also torsional testing or to make aconservative assessment of the torsional fatigue strength, e.g. by using no credit for
cgf. This approach is applicable when using the Gough Pollard criterion. However,this approach is not recognised when using the von Mises or a multi-axial criterion
such as Findley.
If the found ratio between bending and torsion fatigue differs from 3, one should
consider replacing the use of the von Mises criterion with the Gough Pollard criterion.
Also, if critical plane criteria are used, it must be kept in mind that cgf makes thematerial inhomogeneous in terms of fatigue strength, meaning that the material
parameters differ with the directions of the planes.
Any addition of influence factors must be made with caution. If for example a certain
addition for super clean steel is documented, it may not necessarily be fully combinedwith a K-factor for cgf. Direct testing of samples from a super clean and cgf forgedcrank is preferred.

-13-

4. Full size testing
4.1.

Hydraulic pulsation

A hydraulic test rig can be arranged for testing a crankshaft in 3-point or 4-point
bending as well as in torsion. This allows for testing with any R-ratio.
Although the applied load should be verified by strain gauge measurements on plain
shaft sections for the initiation of the test, it is not necessarily used during the test forcontrolling load. It is also pertinent to check fillet stresses with strain gauge chains.
Furthermore, it is important that the test rig provides boundary conditions as definedin Appendix III (section 3.1 to 3.3).
The (static) mechanical properties are to be determined as stipulated by the quality
control procedures.
4.2.

Resonance tester

A rig for bending fatigue normally works with an R-ratio of -1. Due to operation close
to resonance, the energy consumption is moderate. Moreover, the frequency isusually relatively high, meaning that 107 cycles can be reached within some days.
Figure 4.1 shows a layout of the testing arrangement.
The applied load should be verified by strain gauge measurements on plain shaft
sections. It is also pertinent to check fillet stresses with strain gauge chains.

Figure 4.1. A testing arrangement of the resonance tester for bending loading.

-14Clamping around the journals must be arranged in a way that prevents severe fretting
which could lead to a failure under the edges of the clamps. If some distance
between the clamps and the journal fillets is provided, the loading is consistent with
4-point bending and thus representative for the journal fillets also.
In an engine the crankpin fillets normally operate with an R-ratio slightly above -1 andthe journal fillets slightly below -1. If found necessary, it is possible to introduce amean load (deviate from R = -1) by means of a spring preload.
A rig for torsion fatigue can also be arranged as shown in Figure 4.2. When a crankthrow is subjected to torsion, the twist of the crankpin makes the journals movesideways. If one single crank throw is tested in a torsion resonance test rig, thejournals with their clamped-on weights will vibrate heavily sideways.
This sideway movement of the clamped-on weights can be reduced by having two
crank throws, especially if the cranks are almost in the same direction. However, thejournal in the middle will move more.

Figure 4.2. A testing arrangement of the resonance tester for torsion loading.

-15Since sideway movements can cause some bending stresses, the plain portions of
the crankpins should also be provided with strain gauges arranged to measure any
possible bending that could have an influence on the test results.
Similarly to the bending case the applied load shall be verified by strain gaugemeasurements on plain shaft sections. It is also pertinent to check fillet stresses withstrain gauge chains as well.

5. Use of existing results for similar crankshafts
For fillets or oil bores without surface treatment, the fatigue properties found by
testing may be used for similar crankshaft designs providing:
The same material type
Cleanliness on the same or better level
The same mechanical properties can be granted (size versus hardenability)
Similar manufacturing process
Induction hardened or gas nitrited crankshafts will suffer fatigue either at the surface
or at the transition to the core. The surface fatigue strength as determined by fatigue
tests of full size cranks, may be used on an equal or similar design as the tested
crankshaft when the fatigue initiation occurred at the surface. With the similar design
it is meant that the same material type and surface hardness are used and the fillet
radius and hardening depth are within approximately ± 30 % of the tested crankshaft.
Fatigue initiation in the transition zone can be either subsurface, i.e. below the hardlayer, or at the surface where the hardening ends. The fatigue strength at thetransition to the core can be determined by fatigue tests as described above,
provided that the fatigue initiation occurred at the transition to the core. Tests madewith the core material only will not be representative since the tension residual
stresses at the transition are lacking.
For cold rolled or stroke peened crankshafts, the results obtained by one full-size
crank test can be applied to another crank size, provided that the base material is of
the same type and that the treatment is made in order to obtain the same level ofcompressive residual stresses at the surface as well as in the depth. This means thatboth the extension and the depth of rolling or peening must be proportional to thefillet radius.
It has to be noted also what some recent research has shown: The fatigue limit candecrease in the very high cycle domain with subsurface crack initiation due totrapped hydrogen that accumulates through diffusion around some internal defectfunctioning as an initiation point. In these cases it would be appropriate to reduce thefatigue limit by some percent per decade of cycles beyond 107. Based on a
publication by Yukitaka Murakami “Metal Fatigue: Effects of Small Defects and Nonmetallic Inclusions” the reduction is suggested to be 5 % per decade.