# Thermal Mismatch Effect and High-Temperature Tensile Performance Simulation of Hybrid CMC and Superalloy Bolted Joint by Progressive Damage Analysis

Authors: Shuyuan Zhao; Jianglong Dong; Chao Lv; Zhengyu Li; Xinyang Sun; Wenjiao Zhang
Journal: International Journal of Aerospace Engineering
 (2020)

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## Abstract

The hybrid CMC and superalloy bolted joints have exhibited great potential to be used as thermostructural components of reusable space transportation systems, given the respective strengths of these two materials. In the high temperature excursion of the hybrid joints with the aircrafts and space vehicles, the substantial difference in thermal expansion coefficients of CMC and superalloy materials will induce complex superposition of initial assembly stress, thermal stress, and tensile stress around fastening area, which might lead to unknown failure behavior of joint structure. To address this concern, a finite element model embedded with progressive damage analysis was established to simulate the thermostructural behavior and high-temperature tensile performance of single-lap, single-bolt C/SiC composite and superalloy joint, by using the ABAQUS software. It was found that the initial stiffness of the CMC/superalloy hybrid bolted joints decreases with the rise of applied temperature under all bolt-hole clearance levels. However, the load-bearing capacity varies significantly with the initial clearance level and exposed temperature for the studied joint. The thermal expansion mismatch generated between the CMC and superalloy materials led to significant changes in the assembly preload and bolt-hole clearance as the high-temperature load is applied to the joint. The evolution in the thermostructural behavior upon temperature was then correlated with the variations in stiffness and failure load of the joints. The provided new findings are valuable for structural design and practical application of the hybrid CMC/superalloy bolted joints at high temperatures in next-generation aircrafts.


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## Body

## 1. Introduction

Continuous fiber-reinforced ceramic matrix composites (CMC) are one of the most important key technologies in the development of reusable space transportation systems, e.g., FOTON 9 and FOTON-M2 [1, 2], EXPRESS [2], and SHEFEX [3] missions, due to their high specific stiffness and strength, low thermal expansion coefficient, nonbrittle failure nature, and excellent environmental stability at elevated temperatures [4–7]. To realize their successful applications in vehicles, the CMC are often connected with superalloy primary and secondary structures by mechanical joints. Among the existing joint forms, bolted joint has drawn much attention because of its high load-carrying capability, easy assembly and disassembly, and excellent damages tolerance. As most of the failures take place in the mechanical fastening area of joint structures, the design of bolted joint is of critical importance in improving load-bearing efficiency and maintaining structural integrity of the overall structure. However, the mechanical strength and failure behavior of bolted joint are generally influenced by numerous factors, such as fastener types, joint geometry, and assembly conditions, posing a major technical challenge to aircraft engineers. Special concern arises for the CMC and superalloy hybrid bolted joints when they are in high temperature excursions with the aircraft and space vehicles. The thermal expansion coefficients of CMC and superalloy materials usually differ 2-3 times, causing significant thermal mismatch effect. This effect will induce complex thermal stress and strain distributions at a hole-edge area and change assembly parameters of the joint [7], which might lead to unknown failure behavior of joint structure. Therefore, it is essential to evaluate the thermostructural effect and resulted in influence on failure behaviors of the CMC and superalloy bolted joint structure at high applied temperatures.In previous research on strength and failure behaviors of CMC joint structures, Mei et al. [8] experimentally investigated the tensile properties and oxidation behavior of 2D C/SiC bolts prepared by chemical vapor infiltration in a simulated reentry environment. The results showed that all the tensile strengths of 2D C/SiC bolts at test temperatures of 1300°C, 1600°C, and 1800°C decreased, respectively, retaining 85%, 92%, and 94% of the virgin properties at room temperature. The tensile strengths and times to failure of 2D C/SiC bolts slightly increased with increase of test temperature. Li et al. [9] studied the damage mode and fracture load of C/SiC joints via a comparison between the results of simulations and experiments. The maximum stress failure criterion was used to determine the damage of C/SiC composites in simulations. The influences of hole parameters including ratios of edge distance to diameter, width to diameter, and hole distance to diameter, on the mechanical properties of C/SiC joints with pins or bolts were studied. Zhao et al. [10] performed failure analyses of open-hole C/SiC composite laminates with different failure criteria and material degradation models, among which the most suitable combination was filtered by comparing the numerical results with existing experimental data. Furthermore, the failure process of a three-bolt C/SiC composite joint was predicted using the proposed progressive failure model. Among the limited research on CMC joints, little attention was paid on the studies of thermal mismatch effect and high-temperature tensile behavior of CMC/superalloy bolted joints. To address the above deficiencies in open literatures, a 3D finite element model coupled with progressive damage analysis is firstly carried out to predict tensile performance and failure behavior of single-lap, single-bolt hybrid CMC/superalloy joint. A macroscopic phenomenological constitutive model is employed to describe the nonlinear stress-strain behavior of 2D woven C/SiC composite. The preload loosening and variation of bolt-hole clearance caused by thermal expansion mismatch of the CMC and superalloy materials at high-temperature loading were evaluated, and their resultant influence on high-temperature tensile behavior and damage mechanisms will be discussed for the studied hybrid bolted joint.


## 2. Constituent Model and Damage Mechanism of 2D C/SiC Composites

When the damage occurs in the 2D plain-woven C/SiC composite, the stress and strain relationship for transversal isotropic material can be written as [11]
(1)dε1dε2dε3dε4dε5dε6=1/E1−ν210/E20−ν310/E30000−ν120/E101/E2−ν320/E30000−ν130/E10−ν230/E201/E300000001/G120000001/G1300000001/G230dσ1dσ2dσ3dσ4dσ5dσ6=Sdσ,where Ei0i=1,2,3 is the initial elastic modulus of the composite in principle direction 1, 2, and 3, respectively. G130 and G230 are the initial shear modulus of the composite at 1-3 and 2-3 shear plane, respectively. νij0i,j=1,2,3 is the initial Poisson ratio. Eii=1,2, G12, and S are, respectively, the elastic modulus, shear modulus, and flexibility matrix when damage occurs inside the composite.Extensive experimental observations by researchers demonstrated that C/SiC composites exhibit nonlinearity and pseudoplasticity under uniaxial tensile and shear loading [12]. When the external load is smaller than a proportional limit, the material performs as linear elastic behavior. When external load increases beyond this proportional limit, nucleation and propagation of microcracks initiates until the material fails. And the stress-strain behavior of CMCs presents a nonlinear form due to the progressive damage of matrix cracks, interface slipping and debonding, fiber failure, and fiber pull-out during tensile loading. The damage progression will dissipate the energy of external load and reduce the stiffness of material. To address the nonlinear stress-strain behavior of CMC materials, various approaches have been proposed in literatures and can be essentially grouped into three categories: (1) phenomenological damage mechanics-based approaches [13–16], (2) micromechanics-based approaches [17–21], and (3) multiscale modeling approaches [22–24]. To achieve a good balance between computational efficiency and accuracy, for the current analysis, a macroscopic constituent model proposed by Li [13] is adopted here to characterize the mechanical behavior of 2D plain-woven C/SiC composite materials. Their model will be described here briefly. The experimental stress-strain relationships under uniaxial tensile and shear loading for the material are fitted with five-order polynominal function. And then, the tangent modulus at various strain levels used for damage analysis is obtained through derivation to the detectable strain according to the fitted stress-strain relationship.
(2)Eitan=dσidεi=A1+2A2εi+3A3εi2+4A4εi3+5A5εi40≤εi≤εif,i=1,2(3)G12tan=dτ12dγ12=B1+2B2γ12+3B3γ122+4B4γ123+5B5γ124γ12≤γ12fwhere εif is the tensile fracture strain. γ12f is the shear fracture strain in the 1-2 plane. Aj and Bj (j=1,2,⋯5) are the fitted coefficients. When the tensile strain εi and shear strain γ12 are equal to zero, the Eitan and G12tan are the initial elastic modulus E10 and shear modulus G120 of the C/SiC composite.Under tensile and shear unloading or reloading processes, the elastic modulusE1u and shear modulus G12u can be fitted by using a logical function with the associated strain as given:
(4)Eiu=A6+A7−A61+εim/x0p0εi≤εim,i=1,2(5)G12u=B6+B7−B61+γ12m/x1p1γ12≤γ12mwhere A6, A7, p0, x0, and B6, B7, p1, and x1 are the shape parameters of each logical function.The stress and strain response of composites under compressive loading is approximate to linear elastic relation, and the selection of compressive modulus is divided into two circumstances. When the stress level of the material exceeds a microcrack closure point C (εr, σr), closure of the microcracks leads partially to recovery of initial elastic property Ei0. Otherwise, the compressive modulus is the same as the unloading modulus in tensile loading and unloading curve.
(6)σi=Ei0εiεi≥εib,σi≤σir,i=1,2(7)σi=Eiuεiσir≤σi≤0,i=1,2where εic is the compressive fracture strain and σr is the stress at the microcrack closure point C.


## 3. Finite Element Modeling

A 2D plain-woven C/SiC composite to GH4169 superalloy, single-bolt, single-lap joint structure will be studied here. The finite element model was established to simulate quasistatically tensile loading of the hybrid C/SiC composite-superalloy bolted joint via Abaqus/standard software, as illustrated in Figure1. Both the CMC plate and superalloy plate are 120 mm long, with 50 mm griping length. The thickness of the CMC plate and GH4169 alloy plate is 3.0 mm and 1.5 mm, respectively. The two plates are assembled together using a 5.0 mm diameter bolt made of GH4141 alloy. The 2D woven C/SiC composite is assumed as transversal isotropic material, and the constituent model exhibits nonlinear behavior. The measured stress-strain curves under uniaxial tension and shear loading for a 2D plain-woven C/SiC composite material provided by material suppliers and the fitted results are shown in Figure 2. The rest of mechanical and thermal properties of the composite material used for analysis are summarized in Table 1, respectively. Due to a higher yield strength of superalloy than that of CMC, the failure process of the bolted joint is dominated by the composite plate. Therefore, only elastic behavior of the superalloy plate and bolt was considered in this analysis. The assigned mechanical and thermal properties of GH4169 and GH4141 alloys as a function of temperature are obtained from China Aviation Materials Handbook [25, 26], as shown in Table 2. Three-dimensional eight-node reduced-integration C3D8R elements with hourglass control were used to discretize the composite laminates, superalloy plate, and mechanical fastener. To improve computational efficiency, hexagonal heads for bolt and nut were simplified as round heads, and the bolt and nut were modeled as entirety to decrease contact surfaces. Five contact pairs for the joint structure were defined between fastener shank and holes of plates, fastener head or nut and the outer surfaces of the two plates, and the faying surface of two plates. A finite sliding contact and surface to surface contact formulations were adopted between all contact interfaces in the model. A classic Coulomb friction was assigned to all contacted surfaces with a friction coefficient of 0.3. Bolt-hole clearance values varying from 0 to1.2% were, respectively, set to the joint through setting interference fit values of the contact pairs between fastener shank and holes in two plates. A 6 kN preload was applied for all the considered joints through Bolt load function in ABAQUS. The right end of the superalloy plate was held fixed in all three translational directions (Ux, Uy, and Uz). The left end of the composite plate was held fixed in two translational directions (Uy and Uz) and three rotational directions (Rx, Ry, and Rz), while a uniform force load was applied along Ux direction to mimic a quasistatic tensile loading. To examine the temperature-dependent behavior of tensile performance, uniform temperature loads of 25°C, 150°C, 300°C, 450°C, 600°C, and 750°C were, respectively, imposed to the entire joint structures.Figure 1
Finite element model and set contact pairs of a 2D C/SiC composite superalloy bolted joint structure.Figure 2
The measured stress-stain curves provided by material suppliers and the fitted results for a 2D plain-woven C/SiC composite plate under uniaxial tension (a) and shear (b) loading.
(a)
(b)Table 1
Mechanical and thermal properties of 2D plain-woven C/SiC composite material.
Property
Symbol
Value
Initial elastic modulus (GPa)
E11=E22
114.13
E33
88.90
Initial shear modulus (GPa)
G12
45.12
G13=G23
25.63
Poisson’s ratio
ν12
0.13
ν13=ν23
0.26
Tensile strength (MPa)
Xt=Yt
156
Zt
350
Compressive strength (MPa)
Xc=Yc
350
Zc
420
In-plane shear strength (MPa)
S12=S13=S23
83
Thermal expansion coefficient (10-6/°C)
CTE
5.12Table 2
Mechanical and thermal properties of superalloy plate and bolt/nut.
Property
Temperature (°C)
GH4169
GH4141
Young’s moduli (GPa)
20
204
221
300
181
216
400
176
210
500
160
205
550
160
200
600
150
195
650
146
188
700
141
182
Poisson’s ratio
20
0.3
0.3
100
0.3
0.3
200
0.3
0.3
300
0.3
0.3
400
0.31
0.3
500
0.32
0.3
600
0.32
0.3
700
0.33
0.3
Coefficient of thermal expansion (10-6·°C-1)
20-100
11.8
10.5
20-200
13
11.7
20-300
13.5
12.2
20-400
14.1
12.8
20-500
14.4
13.1
20-600
14.8
13.5
20-700
15.4
14.2
20-800
17
15.0


## 4. Progressive Damage Analysis Method and Its Validation

To implement a progressive failure analysis of hybrid C/SiC composite and superalloy bolted joint structure, a user-defined subroutine UMAT including the nonlinear constitutive model, failure criterion, and material degradation rule was embedded into the general package ABAQUS®. In this subroutine, the predefined field variables were described as functions of material properties, which was then used for mechanical behavior expression of any material point. Figure3 shows the flowchart for progressive damage analysis of the hybrid joint. The proposed analysis method starts with the generation of a finite element model for the studied bolted joint by using the material properties, geometrical parameters, boundary conditions, initial load, and load step as inputs. Then, a nonlinear stress analysis is carried out to calculate stress at each element on the bolted joint using the above-described constituent models. For the current analysis, Tsai-Wu strength criterion [27] is adopted for evaluation of failure occurrence on basis of the calculated structural stresses. If the failure criterion is violated, the applied load is increased by a load increment and the stiffness parameters for CMC are updated in accordance with the obtained stress levels. Otherwise, if the final structure failure is not satisfied, the material stiffness parameters are reduced to 1% of its undamaged value for the C/SiC composite. The simulation is terminated until encountering final failure of the composite structure or severe convergence difficulties.Figure 3
Flowchart for progressive damage analysis of the hybrid joint.To validate the proposed damage analysis method for the 2D woven C/SiC composite materials, cyclic loading and unloading tensile and shear loading as well as uniaxial compression loading conditions of the composite samples were simulated according to the provided experimental conditions in Ref. [13]. A uniaxial tensile loading of an open-hole laminate was also simulated for lack of data on hybrid C/SiC composite and superalloy bolted joint in open publications. The geometric configuration, test conditions, and measured stress-strain curves of 2D woven C/SiC composite samples for this validation were given in the Ref. [13]. The predicted stress-strain curves as well as experimental results under tensile and shear loading/unloading and uniaxial compressive loading processes of the 2D C/SiC composite samples were shown in Figures 4 and 5. As can be seen from Figure 4, the simulated stress and strain relations are in good correspondence with the experimental results under each loading circumstance. The comparison of the simulated and experimental results [13] for the open-hole CMC laminate are as shown in Figure 5 which demonstrated that the predicted strength of 135.5 MPa agrees with the experimental value of 150 MPa, with a relative error of 9.6%. Considering that various factors might introduce errors between the measured and predicted results, such as the SiC antioxidant coating deposited on the experimental specimen surface, scattering of experimental data caused by intrinsic defects, simplifications in finite element modeling, and the selected failure criterion and degradation rule in the progressive damage simulation. This error level is acceptable in engineering applications, which validates the effectiveness of the proposed progressive failure model in this paper.Figure 4
Comparison of simulated stress and strain relations with experimental results under tensile (a) and shear (b) loading/unloading and uniaxial compressive loading (c) processes of the 2D C/SiC composite samples in Li [13].
(a)
(b)
(c)Figure 5
Comparison of simulated tensile stress and strain relationship with experimental results in Li [13] for 2D woven C/SiC composite open-hole plate.


## 5. Results and Discussions

### 5.1. Thermal Mismatch Induced Assembly Parameter Changes of the Joints

In practical engineering, the hybrid CMC and superalloy joints are often assembled at room temperature, and then used under high-temperature conditions. High-temperature thermal exposure will induce dramatic thermal mismatch due to difference in thermal expansion coefficient of CMC and superalloy materials. However, the assembly parameters of bolted joints can significantly affect damage progression at the hole edges as well as bearing behavior of mechanically fastened composite joints. Therefore, the residual preload and bolt-hole clearance before and after applying temperature loads to the joints are firstly extracted from the finite element models with a fixed 6000 N initial preload and 0-1.2% bolt-hole clearances, and the results are depicted in Figures6 and 7, respectively. For the neat-fit joint, when the imposed temperature loads were higher than 450°C, damage occurred around hole edges of the CMC plate, which led to premature failure of the joint structure before applying tensile load. Therefore, the joint parameters of these cases are absent in these figures. From Figure 6, A remarkable decline in the assembly preload can be observed for four bolt-hole clearance levels. When the bolt-hole clearances is 0, the preload dropped from 6000 N at room temperature to 4022 N at 450°C, whereas the curves for the other three clearance cases (0.4%-1.2%) are almost the same but with a steeper slope and the corresponding preloads keep to decrease to 3759 N at 450°C and to about 1871 N at 750°C. Figure 7 presents the variation of bolt-hole clearance with temperature under 6000 N preload for both CMC and superalloy bolted joint. After the temperature load imposed to the joint, a slight increase in the bolt-hole clearance for superalloy plate could be detected for all the considered cases. However, an adverse trend is found in the clearance for the CMC plate. As the higher temperature is applied, there even occurs a small interference between the CMC plate and bolt shank for the initial neat-fit case under 450°C. Similar phenomenon can also be found for the joint with 0.4% clearance at temperature of 750°C. The changes in the preload and clearances before and after applying temperature loads could be mainly attributed to thermal expansion mismatch between CMC and superalloy materials. Higher thermal expansion coefficient of superalloy plate and bolt resulted in more substantial thermal strain of superalloy bolt along thickness direction than that of CMC, which undoubtedly contributes to stress relaxation, as exampled by the simulated peak Mises stress at 20°C and 750°C for the joint with 1.2% clearance after applying preload and temperature but not tensile load in Figure 8. With the same reason, the gap between the bolt and hole became narrower, whereas it grows larger between the metallic plate and bolt-hole part. The comparison of contact compressive stress at temperatures of 25°C and 750°C for the joint with 0.4% and 1.2% clearance after applying preload and temperature but not tensile load to the joint is illustrated in Figure 9. Except the compressive force on the upper and lower contact surfaces of the fastener being produced like the joint with 1.2% clearance, extra contact compressive stress is generated on the contact surface of the CMC plate and bolt shank for the joint with 0.4% initial clearance at 750°C. The compressive stress around hole edge which resulted from the interference improves the fiction force at the contact interface and stiffness in thickness, and thus the preload reduction is inhibited for the neat-fit joint and 0.4% clearance joint at temperature of 750°C, in comparison with other clearance cases working at the same temperature.Figure 6
Variation of residual preload with temperature for the studied CMC and superalloy bolted joint.Figure 7
Variation of bolt-hole clearance with temperature for the studied CMC and superalloy bolted joint. (a) CMC plate. (b) Superalloy plate.
(a)
(b)Figure 8
Mises stress contour map of the CMC and superalloy bolted joint with 1.2% clearance after applying preload and temperature but not tensile load. (a) CMC and superalloy plate at 20°C. (b)Bolt and nut at 20°C. (c) CMC and superalloy plate at 750°C. (d) Bolt and nut at 750°C.
(a)
(b)
(c)
(d)Figure 9
Comparison of contact compressive stress for the joint with 0.4% and 1.2% clearance after applying preload and temperature but not tensile load to the joint. (a)f=0.4%, T=25°C. (b) f=0.4%, T=750°C. (c) f=1.2%, T=25°C. (d) f=1.2%, T=750°C.
(a)
(b)
(c)
(d)


### 5.2. High-Temperature Tensile Performance of the Joints

The hig-temperature tensile performances of the hybrid CMC/superalloy bolted joint were simulated under various bolt-hole clearance levels by using the established progressive damage analysis method. The simulated load-displacement curves in tensile loading of the mechanically fastened joints are illustrated in Figure10. As can be clearly seen from Figure 10, under all bolt-hole clearance levels, the slope of curves shows declining trend, which means that the initial stiffness of the hybrid bolted joints drops with the rise of applied temperature. The stiffness reduction is possibly due to the fact that the continuous preload relaxation upon temperature rising as we discussed above lessens the friction force on the contact surface of two plates, which is used for resisting the external tensile load. Soykok et al. [28] carried out an experimental failure analysis to determine the effects of thermal condition and tightening torque on the failure behavior of single-lap double serial fastener glass fiber/epoxy composite joints. They found that the load carried by joint for the same bolt-hole displacement rate was reduced as the temperature rises from 40°C to 80°C. This seems to be in accordance with the present findings on variation of initial stiffness of the joint structure with temperature. Their results also demonstrated that the joint performance is highly affected by polymer material degradation, thus failure gradually occurs at lower stress levels by increasing temperature. In comparison with the room temperature results, the load-carrying capacity of the joint dropped to 70% at 80°C. In contrast to their results, the influence of temperature on load-bearing capacity is diverse for different clearance levels for the studied hybrid CMC/superalloy bolted joint. As plotted in Figure 11, for the neat-fit joints, the final failure load shows a minor increase from 2815 N at 25°C to 2947 N at 150°C, and then drops rapidly to 665 N when the temperature rises to 450°C. As the bolt-hole clearance is 0.4%, the load-bearing capacity of the joint varies little with temperature under 450°C, while declining dramatically from 2908 N at 25°C to 1203 N at higher temperatures 750°C. However, the failure load grows slightly first as the temperature rises from 25°C to 150°C, and then reduces to the minimum value at 600°C, and finally climbs a certain amount at 750°C for the 0.8% and 1.2% clearance cases. Such varying trend can be closely associated with the extent and magnitude of compression area of hole edge on the CMC plate under various temperatures as the structure is subjected to failure, as illustrated in Figure 12. Compared with larger clearance cases, the load-bearing capacity of the hybrid bolted joint is very sensitive to temperature when the initial clearance is small. For example, for neat-fit condition, there is a fivefold difference in the failure load as the temperature varies from 25°C to 450°C. At the same temperature, which is higher than 300°C, the load-bearing capacity is strengthened with the introduction of larger clearance to the bolt and hole of the joints. Several previous studies on single-bolt or pin-loaded fiber/polymer composite joints have shown that larger clearance can significantly affect bolt-hole contact area and peak stresses at the hole [29–40], leading to a decrease in the predicted joint strength. For example, McCarthy et al. [39] examined single-lap, single-bolt specimens made from high-strength graphite/epoxy laminates with quasi-isotropic and zero-dominated lay-ups. Up to 14% loss in strength of the joint has been reported as the clearance ranging from neat-fit to the largest clearance of 240 μm. Pierron et al. [40] investigated woven glass fiber/epoxy joints loaded by 16 mm diameter pins with clearances ranging from 0.1 mm to 2 mm, and they found that the failure load decreased by 30% from the smallest to the largest clearance. Our findings seem to be different with such previous conclusions made at room temperature for polymer composite joints. For the studied hybrid CMC and superalloy bolted joints, as the bolt hole clearance increases, the bolt loads are transferred through a smaller area, resulting in more localized stresses and earlier damage formation around hole boundary. The load-bearing capacity should be lowered, as explained by many researchers [29–40]. However, once the initial preload and temperature loads are imposed to the joint, there forms an initial thermal stress field within the structure. The axial thermal stress contour maps for the CMC plate with various clearance levels at 750°C after applying preload and temperature but not tensile load are depicted in Figure 13. As can be seen, the maximum compressive stress decreases from 243 MPa for the neat-fit joint, and to 126 MPa for 0.4% clearance and 15.8 MPa for 0.8% and 1.2% clearances, accounting for 48% and 93% drop in comparison with the result for the neat-fit case. Such remarkable reduction in the peak compressive stresses has great potential to offset the weakening effect of the reduced contact area, explaining the elevated bearing performance of larger clearance-fit bolted joints at high temperatures. It is also indicated that there exists an optimal match in the bolt preload and bolt-hole clearance in maximizing the load-bearing capacity of the joint structure at each temperature, and the designed clearance is varying from 0.4% at 25°C, 0.8% at 150°C, and 1.2% at temperatures higher than 300°C if applying the same initial preload to the joints. Under 6000 N initial assembly preload, the joints attain the highest failure loads for the whole considered clearance range at 150°C. To observe the failure progression within the CMC plate, the final failure areas around fastener hole are depicted with varying clearance at 25°C and 750°C in Figure 14. At both temperatures, the number of failure elements of the CMC plate decreases with the rise of bolt-hole clearance value. This can also be reduced to the more concentrated stress on the laminate of the joint due to increasing clearance. Compared with the results at 25°C, the reduced clamping force induced by thermal expansion mismatch of CMC and superalloy materials provides weaker “lateral support” for the fastening area, making the secondary bending effect more significant. And thus, the failure elements of composite material are mainly located on the inner surface of the CMC plate hole, and more concentrated on the right side with the climbing levels of bolt-hole clearance at 750°C.Figure 10
Load-displacement relationships for the hybrid C/SiC composite and superalloy bolted joint under various levels of bolt clearance. (a)f=0. (b) f=0.4%. (c) f=0.8%. (d) f=1.2%.
(a)
(b)
(c)
(d)Figure 11
Variation of the failure load with temperature for the studied hybrid CMC/superalloy bolted joint.Figure 12
Axial stress contour maps of the composite plate for the joint with 1.2% clearance under various temperatures as the structure is subjected to failure. (a) 25°C. (b) 150°C. (c) 600°C. (d) 750°C.
(a)
(b)
(c)
(d)Figure 13
Axial stress contour maps of the composite plate under different clearance levels after applying preload and temperature but not tensile load to the joint at 750°C (a)f=0. (b) f=0.4%. (c) f=0.8%. (d) f=1.2%.
(a)
(b)
(c)
(d)Figure 14
Final failure areas around fastener hole for the joint with various clearance levels at 25°C and 750°C (a)f=0%, T=25°C. (b) f=0%, T=750°C. (c) f=0.4%, T=25°C. (d) f=0.4%, T=750°C. (e) f=0.8%, T=25°C. (f) f=0.8%, T=750°C. (g) f=1.2%, T=25°C; (h) f=1.2%, T=750°C.
(a)
(b)
(c)
(d)
(e)
(f)
(g)
(h)


## 5.1. Thermal Mismatch Induced Assembly Parameter Changes of the Joints

In practical engineering, the hybrid CMC and superalloy joints are often assembled at room temperature, and then used under high-temperature conditions. High-temperature thermal exposure will induce dramatic thermal mismatch due to difference in thermal expansion coefficient of CMC and superalloy materials. However, the assembly parameters of bolted joints can significantly affect damage progression at the hole edges as well as bearing behavior of mechanically fastened composite joints. Therefore, the residual preload and bolt-hole clearance before and after applying temperature loads to the joints are firstly extracted from the finite element models with a fixed 6000 N initial preload and 0-1.2% bolt-hole clearances, and the results are depicted in Figures6 and 7, respectively. For the neat-fit joint, when the imposed temperature loads were higher than 450°C, damage occurred around hole edges of the CMC plate, which led to premature failure of the joint structure before applying tensile load. Therefore, the joint parameters of these cases are absent in these figures. From Figure 6, A remarkable decline in the assembly preload can be observed for four bolt-hole clearance levels. When the bolt-hole clearances is 0, the preload dropped from 6000 N at room temperature to 4022 N at 450°C, whereas the curves for the other three clearance cases (0.4%-1.2%) are almost the same but with a steeper slope and the corresponding preloads keep to decrease to 3759 N at 450°C and to about 1871 N at 750°C. Figure 7 presents the variation of bolt-hole clearance with temperature under 6000 N preload for both CMC and superalloy bolted joint. After the temperature load imposed to the joint, a slight increase in the bolt-hole clearance for superalloy plate could be detected for all the considered cases. However, an adverse trend is found in the clearance for the CMC plate. As the higher temperature is applied, there even occurs a small interference between the CMC plate and bolt shank for the initial neat-fit case under 450°C. Similar phenomenon can also be found for the joint with 0.4% clearance at temperature of 750°C. The changes in the preload and clearances before and after applying temperature loads could be mainly attributed to thermal expansion mismatch between CMC and superalloy materials. Higher thermal expansion coefficient of superalloy plate and bolt resulted in more substantial thermal strain of superalloy bolt along thickness direction than that of CMC, which undoubtedly contributes to stress relaxation, as exampled by the simulated peak Mises stress at 20°C and 750°C for the joint with 1.2% clearance after applying preload and temperature but not tensile load in Figure 8. With the same reason, the gap between the bolt and hole became narrower, whereas it grows larger between the metallic plate and bolt-hole part. The comparison of contact compressive stress at temperatures of 25°C and 750°C for the joint with 0.4% and 1.2% clearance after applying preload and temperature but not tensile load to the joint is illustrated in Figure 9. Except the compressive force on the upper and lower contact surfaces of the fastener being produced like the joint with 1.2% clearance, extra contact compressive stress is generated on the contact surface of the CMC plate and bolt shank for the joint with 0.4% initial clearance at 750°C. The compressive stress around hole edge which resulted from the interference improves the fiction force at the contact interface and stiffness in thickness, and thus the preload reduction is inhibited for the neat-fit joint and 0.4% clearance joint at temperature of 750°C, in comparison with other clearance cases working at the same temperature.Figure 6
Variation of residual preload with temperature for the studied CMC and superalloy bolted joint.Figure 7
Variation of bolt-hole clearance with temperature for the studied CMC and superalloy bolted joint. (a) CMC plate. (b) Superalloy plate.
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(b)Figure 8
Mises stress contour map of the CMC and superalloy bolted joint with 1.2% clearance after applying preload and temperature but not tensile load. (a) CMC and superalloy plate at 20°C. (b)Bolt and nut at 20°C. (c) CMC and superalloy plate at 750°C. (d) Bolt and nut at 750°C.
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(d)Figure 9
Comparison of contact compressive stress for the joint with 0.4% and 1.2% clearance after applying preload and temperature but not tensile load to the joint. (a)f=0.4%, T=25°C. (b) f=0.4%, T=750°C. (c) f=1.2%, T=25°C. (d) f=1.2%, T=750°C.
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## 5.2. High-Temperature Tensile Performance of the Joints

The hig-temperature tensile performances of the hybrid CMC/superalloy bolted joint were simulated under various bolt-hole clearance levels by using the established progressive damage analysis method. The simulated load-displacement curves in tensile loading of the mechanically fastened joints are illustrated in Figure10. As can be clearly seen from Figure 10, under all bolt-hole clearance levels, the slope of curves shows declining trend, which means that the initial stiffness of the hybrid bolted joints drops with the rise of applied temperature. The stiffness reduction is possibly due to the fact that the continuous preload relaxation upon temperature rising as we discussed above lessens the friction force on the contact surface of two plates, which is used for resisting the external tensile load. Soykok et al. [28] carried out an experimental failure analysis to determine the effects of thermal condition and tightening torque on the failure behavior of single-lap double serial fastener glass fiber/epoxy composite joints. They found that the load carried by joint for the same bolt-hole displacement rate was reduced as the temperature rises from 40°C to 80°C. This seems to be in accordance with the present findings on variation of initial stiffness of the joint structure with temperature. Their results also demonstrated that the joint performance is highly affected by polymer material degradation, thus failure gradually occurs at lower stress levels by increasing temperature. In comparison with the room temperature results, the load-carrying capacity of the joint dropped to 70% at 80°C. In contrast to their results, the influence of temperature on load-bearing capacity is diverse for different clearance levels for the studied hybrid CMC/superalloy bolted joint. As plotted in Figure 11, for the neat-fit joints, the final failure load shows a minor increase from 2815 N at 25°C to 2947 N at 150°C, and then drops rapidly to 665 N when the temperature rises to 450°C. As the bolt-hole clearance is 0.4%, the load-bearing capacity of the joint varies little with temperature under 450°C, while declining dramatically from 2908 N at 25°C to 1203 N at higher temperatures 750°C. However, the failure load grows slightly first as the temperature rises from 25°C to 150°C, and then reduces to the minimum value at 600°C, and finally climbs a certain amount at 750°C for the 0.8% and 1.2% clearance cases. Such varying trend can be closely associated with the extent and magnitude of compression area of hole edge on the CMC plate under various temperatures as the structure is subjected to failure, as illustrated in Figure 12. Compared with larger clearance cases, the load-bearing capacity of the hybrid bolted joint is very sensitive to temperature when the initial clearance is small. For example, for neat-fit condition, there is a fivefold difference in the failure load as the temperature varies from 25°C to 450°C. At the same temperature, which is higher than 300°C, the load-bearing capacity is strengthened with the introduction of larger clearance to the bolt and hole of the joints. Several previous studies on single-bolt or pin-loaded fiber/polymer composite joints have shown that larger clearance can significantly affect bolt-hole contact area and peak stresses at the hole [29–40], leading to a decrease in the predicted joint strength. For example, McCarthy et al. [39] examined single-lap, single-bolt specimens made from high-strength graphite/epoxy laminates with quasi-isotropic and zero-dominated lay-ups. Up to 14% loss in strength of the joint has been reported as the clearance ranging from neat-fit to the largest clearance of 240 μm. Pierron et al. [40] investigated woven glass fiber/epoxy joints loaded by 16 mm diameter pins with clearances ranging from 0.1 mm to 2 mm, and they found that the failure load decreased by 30% from the smallest to the largest clearance. Our findings seem to be different with such previous conclusions made at room temperature for polymer composite joints. For the studied hybrid CMC and superalloy bolted joints, as the bolt hole clearance increases, the bolt loads are transferred through a smaller area, resulting in more localized stresses and earlier damage formation around hole boundary. The load-bearing capacity should be lowered, as explained by many researchers [29–40]. However, once the initial preload and temperature loads are imposed to the joint, there forms an initial thermal stress field within the structure. The axial thermal stress contour maps for the CMC plate with various clearance levels at 750°C after applying preload and temperature but not tensile load are depicted in Figure 13. As can be seen, the maximum compressive stress decreases from 243 MPa for the neat-fit joint, and to 126 MPa for 0.4% clearance and 15.8 MPa for 0.8% and 1.2% clearances, accounting for 48% and 93% drop in comparison with the result for the neat-fit case. Such remarkable reduction in the peak compressive stresses has great potential to offset the weakening effect of the reduced contact area, explaining the elevated bearing performance of larger clearance-fit bolted joints at high temperatures. It is also indicated that there exists an optimal match in the bolt preload and bolt-hole clearance in maximizing the load-bearing capacity of the joint structure at each temperature, and the designed clearance is varying from 0.4% at 25°C, 0.8% at 150°C, and 1.2% at temperatures higher than 300°C if applying the same initial preload to the joints. Under 6000 N initial assembly preload, the joints attain the highest failure loads for the whole considered clearance range at 150°C. To observe the failure progression within the CMC plate, the final failure areas around fastener hole are depicted with varying clearance at 25°C and 750°C in Figure 14. At both temperatures, the number of failure elements of the CMC plate decreases with the rise of bolt-hole clearance value. This can also be reduced to the more concentrated stress on the laminate of the joint due to increasing clearance. Compared with the results at 25°C, the reduced clamping force induced by thermal expansion mismatch of CMC and superalloy materials provides weaker “lateral support” for the fastening area, making the secondary bending effect more significant. And thus, the failure elements of composite material are mainly located on the inner surface of the CMC plate hole, and more concentrated on the right side with the climbing levels of bolt-hole clearance at 750°C.Figure 10
Load-displacement relationships for the hybrid C/SiC composite and superalloy bolted joint under various levels of bolt clearance. (a)f=0. (b) f=0.4%. (c) f=0.8%. (d) f=1.2%.
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(d)Figure 11
Variation of the failure load with temperature for the studied hybrid CMC/superalloy bolted joint.Figure 12
Axial stress contour maps of the composite plate for the joint with 1.2% clearance under various temperatures as the structure is subjected to failure. (a) 25°C. (b) 150°C. (c) 600°C. (d) 750°C.
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(d)Figure 13
Axial stress contour maps of the composite plate under different clearance levels after applying preload and temperature but not tensile load to the joint at 750°C (a)f=0. (b) f=0.4%. (c) f=0.8%. (d) f=1.2%.
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(d)Figure 14
Final failure areas around fastener hole for the joint with various clearance levels at 25°C and 750°C (a)f=0%, T=25°C. (b) f=0%, T=750°C. (c) f=0.4%, T=25°C. (d) f=0.4%, T=750°C. (e) f=0.8%, T=25°C. (f) f=0.8%, T=750°C. (g) f=1.2%, T=25°C; (h) f=1.2%, T=750°C.
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## 6. Conclusions

In the present work, a progressive damage model for 2D woven C/SiC composite including a nonlinear macroscopic constituent model and Tsai-Wu failure criterion was established to predict high-temperature tensile performance and damage progression of single-lap, single-bolt hybrid CMC/superalloy joint. The failure analysis of the joint was implemented by using a user-defined subroutine UMAT embedded into the general package ABAQUS. The results showed that thermal expansion mismatch between the CMC and superalloy materials led to a dramatic decline in the assembly preload and adverse varying trends in the bolt-hole clearance of CMC and superalloy plates. As the temperature load was applied, there appeared a small interference between the CMC plate and bolt shank for the initial neat-fit case under 450°C and 0.4% clearance joint at 750°C. Temperature has a significant effect on the tensile performance and damage progression of the joint structures. Under all bolt-hole clearance levels, the initial stiffness of the hybrid bolted joints decreases with the rise of applied temperature. However, the failure load varies significantly with the clearance level and exposed temperature for the studied hybrid CMC/superalloy bolted joint. With introducing larger clearance to the joint, the superposition of initial assembly stress and thermal stress is capable of offsetting the weakening effect of the reduced contact area, resulting in higher load-bearing capacity at sufficient higher temperature. There exists an optimal match in the initial assemble parameters to maximize the load-bearing capacity of the joint structure at each temperature or at the whole reference temperature range. The present work provides new findings on the effect mechanisms of temperature on thermostructural behavior and mechanical performance of the hybrid CMC/superalloy bolted joint, which are valuable for practical high-temperature application of ceramic matrix composites in next-generation aircrafts.



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*Source: 8739638-2020-03-11.xml*