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Improved Archard's Wear Law for Residual Fatigue Life of Friction Plate Considering Emergency Braking Conditions 考虑紧急制动条件下摩擦片残余疲劳寿命的改进Archard磨损规律
IF 3.2 2区 材料科学 Q2 ENGINEERING, MECHANICAL Pub Date : 2026-01-08 DOI: 10.1111/ffe.70173
Zipeng He, Jian Zhao, Taotao Cheng, Xintian Liu, Yu Fang

Residual fatigue life prediction of passenger car brake friction plates under emergency braking is considered important for vehicle safety. The multiphysics coupling among temperature, stress, and wear is often not represented in a unified way. An integrated prediction framework is proposed. The framework combines a three-dimensional finite element thermomechanical wear simulation, an improved Archard wear law, and the Taguchi quality loss model in present value form. The finite element model describes transient frictional heating, contact stress evolution, and wear accumulation in a ventilated disc brake during emergency braking. The wear volume time response is produced by the simulation. A cubic polynomial wear law is identified from the simulated response and is incorporated into the service quality loss model to represent the triphasic wear evolution and the performance degradation of the friction plates. Stochastic service life and residual life distributions are obtained by applying cumulative failure functions together with the quality loss formulation. The framework can provide a quantitative basis for analyzing how design tolerances, manufacturing deviations and service conditions influence fatigue life, and can support planning of preventive maintenance and reliability improvement for brake friction plates.

轿车制动摩擦片在紧急制动条件下的剩余疲劳寿命预测对车辆安全具有重要意义。温度、应力和磨损之间的多物理场耦合往往不能统一表示。提出了一种综合预测框架。该框架结合了三维有限元热机械磨损模拟、改进的Archard磨损规律和现值形式的田口质量损失模型。该有限元模型描述了通风盘式制动器在紧急制动过程中的瞬态摩擦加热、接触应力演化和磨损积累。通过仿真得到了磨损量时间响应。从模拟响应中识别出三次多项式磨损规律,并将其纳入到服务质量损失模型中,以表征摩擦片的三相磨损演变和性能退化。利用累积失效函数和质量损失公式,得到了随机使用寿命和剩余寿命分布。该框架可为分析设计公差、制造偏差和使用条件对制动摩擦片疲劳寿命的影响提供定量依据,并可为制动摩擦片预防性维护和可靠性改进的规划提供支持。
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引用次数: 0
Fatigue–Chloride Time-Sequential Effects on UHPC Fatigue Performance for Nearshore Wind Turbine Towers 疲劳-氯化物时间序列对近岸风力发电塔UHPC疲劳性能的影响
IF 3.2 2区 材料科学 Q2 ENGINEERING, MECHANICAL Pub Date : 2026-01-08 DOI: 10.1111/ffe.70184
Zhen Guo, Xuedi Liang, Zhuang Xu, Ou Geng, Guofang Tang

This study investigates the fatigue degradation mechanism of ultra-high-performance concrete (UHPC) in nearshore wind turbine towers under the time-sequential effects of wind-induced fatigue and chloride erosion. Through a comprehensive experimental program, UHPC specimens were subjected to initial fatigue loading, chloride erosion, and secondary fatigue loading (up to 2 million cycles). Results show that chloride ion concentration peaks in the mid-span tensile zone and decreases with depth and distance. Initial fatigue damage significantly increases diffusion by forming microcrack networks. Scanning electron microscopy (SEM) analysis highlights severe steel fiber corrosion, interfacial debonding, and pullout damage, driven by fatigue–chloride interaction, which reduces fiber bridging capacity and accelerates fatigue damage. A chloride diffusion model based on Fick's second law was developed, achieving an average prediction error of 5.10%–8.93% against experimental data. Additionally, a modified fatigue damage model incorporating a “fatigue–erosion” time-sequential damage index was proposed, conservatively enveloping experimental damage curves. The findings underscore the synergistic deterioration from fatigue-induced cracking and chloride corrosion, providing critical insights for enhancing the durability design of UHPC in chloride-rich coastal environments.

研究了在风致疲劳和氯化物侵蚀的时间序列效应下近岸风力发电塔架超高性能混凝土(UHPC)的疲劳退化机理。通过一个综合的实验程序,UHPC试样经受了初始疲劳载荷、氯化物侵蚀和二次疲劳载荷(高达200万次循环)。结果表明,氯离子浓度在跨中拉伸区达到峰值,并随着深度和距离的增加而降低。初始疲劳损伤通过形成微裂纹网络显著促进扩散。扫描电子显微镜(SEM)分析显示,疲劳-氯化物相互作用导致钢纤维腐蚀、界面脱粘和拔出损伤严重,降低了纤维桥接能力,加速了疲劳损伤。建立了基于菲克第二定律的氯离子扩散模型,与实验数据的平均预测误差为5.10% ~ 8.93%。此外,提出了一种包含“疲劳-侵蚀”时间序列损伤指数的修正疲劳损伤模型,该模型保守地包络了实验损伤曲线。研究结果强调了疲劳引起的开裂和氯化物腐蚀的协同恶化,为提高UHPC在富氯化物沿海环境中的耐久性设计提供了重要见解。
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引用次数: 0
Fatigue–Chloride Time-Sequential Effects on UHPC Fatigue Performance for Nearshore Wind Turbine Towers 疲劳-氯化物时间序列对近岸风力发电塔UHPC疲劳性能的影响
IF 3.2 2区 材料科学 Q2 ENGINEERING, MECHANICAL Pub Date : 2026-01-08 DOI: 10.1111/ffe.70184
Zhen Guo, Xuedi Liang, Zhuang Xu, Ou Geng, Guofang Tang

This study investigates the fatigue degradation mechanism of ultra-high-performance concrete (UHPC) in nearshore wind turbine towers under the time-sequential effects of wind-induced fatigue and chloride erosion. Through a comprehensive experimental program, UHPC specimens were subjected to initial fatigue loading, chloride erosion, and secondary fatigue loading (up to 2 million cycles). Results show that chloride ion concentration peaks in the mid-span tensile zone and decreases with depth and distance. Initial fatigue damage significantly increases diffusion by forming microcrack networks. Scanning electron microscopy (SEM) analysis highlights severe steel fiber corrosion, interfacial debonding, and pullout damage, driven by fatigue–chloride interaction, which reduces fiber bridging capacity and accelerates fatigue damage. A chloride diffusion model based on Fick's second law was developed, achieving an average prediction error of 5.10%–8.93% against experimental data. Additionally, a modified fatigue damage model incorporating a “fatigue–erosion” time-sequential damage index was proposed, conservatively enveloping experimental damage curves. The findings underscore the synergistic deterioration from fatigue-induced cracking and chloride corrosion, providing critical insights for enhancing the durability design of UHPC in chloride-rich coastal environments.

研究了在风致疲劳和氯化物侵蚀的时间序列效应下近岸风力发电塔架超高性能混凝土(UHPC)的疲劳退化机理。通过一个综合的实验程序,UHPC试样经受了初始疲劳载荷、氯化物侵蚀和二次疲劳载荷(高达200万次循环)。结果表明,氯离子浓度在跨中拉伸区达到峰值,并随着深度和距离的增加而降低。初始疲劳损伤通过形成微裂纹网络显著促进扩散。扫描电子显微镜(SEM)分析显示,疲劳-氯化物相互作用导致钢纤维腐蚀、界面脱粘和拔出损伤严重,降低了纤维桥接能力,加速了疲劳损伤。建立了基于菲克第二定律的氯离子扩散模型,与实验数据的平均预测误差为5.10% ~ 8.93%。此外,提出了一种包含“疲劳-侵蚀”时间序列损伤指数的修正疲劳损伤模型,该模型保守地包络了实验损伤曲线。研究结果强调了疲劳引起的开裂和氯化物腐蚀的协同恶化,为提高UHPC在富氯化物沿海环境中的耐久性设计提供了重要见解。
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引用次数: 0
Multiaxial Creep Rupture Life Evaluation for Austenitic Stainless Steels Using Weld-Type Miniature Cruciform Specimen 用焊接型微型十字形试样评价奥氏体不锈钢的多轴蠕变断裂寿命
IF 3.2 2区 材料科学 Q2 ENGINEERING, MECHANICAL Pub Date : 2026-01-07 DOI: 10.1111/ffe.70179
Noritake Hiyoshi, Shengde Zhang

A multiaxial creep testing technique using a weld-type miniature cruciform specimen was developed to evaluate the creep properties and rupture life of Super 304H austenitic stainless steel at 973 K (700°C). The cruciform specimen was designed to achieve a plane stress state and overcome material dimensional limitations. In situ observations revealed no significant intergranular cracking on the specimen surface up to a life ratio of 0.9, regardless of the stress condition. Creep curves obtained using the nominal strain calculated by a non-contact measuring method showed no clear transition region and exhibited ductile rupture with an accelerated strain increase from a life ratio of 0.6. The Mises equivalent stress parameter effectively evaluated the multiaxial creep rupture life within a factor of 2 compared with the uniaxial data. These findings contribute to the understanding of the multiaxial creep behavior and life evaluation of Super 304H, which is an important material for high-temperature applications.

采用焊接型微型十字形试样进行多轴蠕变试验,研究了超304H奥氏体不锈钢在973 K(700℃)高温下的蠕变性能和断裂寿命。十字形试样的设计是为了达到平面应力状态,克服材料尺寸的限制。原位观察显示,无论应力条件如何,试样表面没有明显的晶间裂纹,寿命比高达0.9。使用非接触测量方法计算的名义应变获得的蠕变曲线没有明显的过渡区,并且在寿命比为0.6时,应变加速增加,表现出延性破裂。Mises等效应力参数对多轴蠕变断裂寿命的评价比单轴蠕变断裂寿命提高了2倍。这些发现有助于了解Super 304H的多轴蠕变行为和寿命评估,这是一种重要的高温材料。
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引用次数: 0
Decoupling Multi-scale Fatigue Damage Evolution in Titanium Alloys: The Role of Residual Stress Fields 钛合金的解耦多尺度疲劳损伤演化:残余应力场的作用
IF 3.2 2区 材料科学 Q2 ENGINEERING, MECHANICAL Pub Date : 2026-01-07 DOI: 10.1111/ffe.70171
Shuangsheng Yan, Yuntao Li, Jiyang Liu, Taili Liu, Qianqian Tian, Xiafei Li, Hengtao Li

This study investigates fatigue damage evolution in TC17 titanium alloy under residual stress using acoustic emission (AE), scanning and transmission electron microscopy. The compressive residual stress sample U1 exhibits approximately 19% longer fatigue life than stress-free U1R. Fractography shows U1R is dominated by tearing ridges and secondary cracks, whereas U1 features slip steps and intersecting slip planes. During crack propagation in segments A (A1/2) and B (B1/2), U1 displays ~50% shorter average secondary crack length and ~40–51% lower crack density than U1R, indicating that compressive residual stress critically regulates dislocation activities—multiplication, sliding, and activation. In U1R, multiplication and activation occur concurrently with activation dominant; in U1, sliding predominates followed by activation due to reduced stress intensity at crack tips. Dislocations accumulate at grain boundaries and activate under cyclic loading. Based on variations in dislocation activities, configurations, and AE signals at crack stages, this study proposes an integrated AE-microdamage characterization method.

采用声发射、扫描电镜和透射电镜研究了残余应力作用下TC17钛合金的疲劳损伤演变过程。压缩残余应力试样U1比无应力试样U1R的疲劳寿命长约19%。断口形貌显示,U1R以撕裂脊和次生裂纹为主,U1以滑动台阶和相交滑动面为主。在A (A1/2)和B (B1/2)段裂纹扩展过程中,U1的平均二次裂纹长度比U1R短50%,裂纹密度比U1R低40-51%,表明残余压应力对位错活动——增殖、滑动和激活起着关键的调节作用。在U1R中,增殖和活化同时发生,活化占主导地位;在U1中,滑动占主导地位,其次是由于裂纹尖端应力强度降低而激活。位错在晶界处积累并在循环加载下激活。基于位错活动、构型和声发射信号在裂纹阶段的变化,本研究提出了一种综合的声发射-微损伤表征方法。
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引用次数: 0
Experimental Study of Detail Fatigue Rating of Bolted Joint Structures 螺栓连接结构细部疲劳等级试验研究
IF 3.2 2区 材料科学 Q2 ENGINEERING, MECHANICAL Pub Date : 2026-01-07 DOI: 10.1111/ffe.70167
Hailong Shi, Haowei Wu, Caijun Xue

This study investigates the fatigue strength of an “L”-shaped bolted joint structure subjected to complex loads on a specific aircraft model. Through the design of experiment specimens, finite element simulations, fatigue experimenting, and theoretical analysis, a comprehensive evaluation of the structure's fatigue performance was conducted. Finite element analysis was employed to simulate the stress–strain distribution and load transfer characteristics under various loading conditions. Fatigue experiments were then performed to validate the simulation results and assess the fatigue life under specific service scenarios. The results revealed that stress concentration at the bolt hole edge is the critical site for fatigue crack initiation and the primary cause of structural failure. A comparative analysis using the Design Fatigue Rating (DFR) method demonstrated good agreement between experimental data and theoretical predictions, confirming the method's applicability. Additionally, the length of the aluminum alloy plate and the magnitude of the applied load had minimal impact on the inherent fatigue performance, while reducing stress concentration at critical locations significantly improved fatigue life.

本文研究了某型号飞机上“L”型螺栓连接结构在复杂载荷作用下的疲劳强度。通过试验试件设计、有限元模拟、疲劳试验和理论分析,对结构的疲劳性能进行了综合评价。采用有限元方法模拟了不同加载条件下的应力应变分布和荷载传递特性。然后进行了疲劳试验,验证了模拟结果,并评估了特定使用场景下的疲劳寿命。结果表明,螺栓孔边缘应力集中是疲劳裂纹萌生的关键部位,是结构破坏的主要原因。采用设计疲劳等级(DFR)方法进行的对比分析表明,实验数据与理论预测吻合较好,证实了该方法的适用性。此外,铝合金板的长度和施加载荷的大小对固有疲劳性能的影响最小,而降低关键位置的应力集中可显着提高疲劳寿命。
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引用次数: 0
Study on the Thermochemical Erosion Mechanism and Fatigue Behavior of Gun Steel Under High-Temperature and High-Pressure Gas Environment 高温高压气体环境下枪钢热化学腐蚀机理及疲劳行为研究
IF 3.2 2区 材料科学 Q2 ENGINEERING, MECHANICAL Pub Date : 2026-01-06 DOI: 10.1111/ffe.70166
An Chen, Wenhao Zhang, Yonggang Yu, Jie Li

This work focuses on studying the corrosion fatigue characteristics of Cr-Ni-Mo-V gun steel under high-temperature and high-pressure propellant gas cyclic loading. Using a pressure vessel–based high-temperature and high-pressure erosion experimental device, experimental research was conducted to analyze the thermochemical erosion mechanisms and fatigue behavior of gun steel under cyclic high-temperature gas loading at 194 and 256 MPa, respectively. The findings reveal that the erosion of gun steel under propellant gas constitutes a transient process. In such environments, the gun steel specimen develops a surface white layer under the combined action of pressure, thermal stress, and gas corrosion. The thickness of this white layer exhibits a positive correlation with both the number of erosion cycles and the gas pressure. Specifically, the white layer thickness ranges from 2.03 to 3.04 μm at 194 MPa and from 3.69 to 4.26 μm at 256 MPa. In the upper portion of the white layer, large-size cracks are observed, whereas a continuous microcrack layer emerges at the base. The white layer contains C, O, and S as the primary impurity elements, with C exhibiting the highest concentration and an interspersed distribution. The distribution of O and S demonstrates distinct stratification. With an increase in the number of erosion cycles, the large-size crack distribution area expands, accompanied by a growth in the thickness of the basal microcrack layer. Both the thickness of the S-rich layer and the O-rich layer increase.

本文重点研究了高温高压推进剂气体循环加载下Cr-Ni-Mo-V枪钢的腐蚀疲劳特性。利用基于压力容器的高温高压冲蚀实验装置,分别对194和256 MPa循环高温气体载荷下枪钢的热化学冲蚀机理和疲劳行为进行了实验研究。研究结果表明,火炮钢在推进剂气体作用下的侵蚀是一个瞬态过程。在这种环境下,枪钢试样在压力、热应力和气体腐蚀的共同作用下,表面形成一层白色。白色层的厚度与侵蚀循环次数和气体压力呈正相关。其中,194 MPa时白层厚度为2.03 ~ 3.04 μm, 256 MPa时白层厚度为3.69 ~ 4.26 μm。在白色层的上部,观察到大尺寸裂纹,而在底部出现连续的微裂纹层。白色层主要杂质元素为C、O和S,其中C的浓度最高,且呈分散分布。O和S的分布具有明显的分层性。随着侵蚀循环次数的增加,大尺寸裂纹分布区域扩大,基底微裂纹层厚度增大。富s层和富o层厚度均增大。
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引用次数: 0
Shear Strength Prediction and Interfacial Damage Mechanisms in High-Silica Woven Composites Under Aging and Fatigue 高硅编织复合材料在老化和疲劳下的剪切强度预测及界面损伤机制
IF 3.2 2区 材料科学 Q2 ENGINEERING, MECHANICAL Pub Date : 2026-01-05 DOI: 10.1111/ffe.70156
Qixuan Song, Jinsheng Xu, Lei Bian, Xiong Chen, Yi Zeng, Wei Huang, Zhengwei Sun, Wenqing Zhou, Xiaobin Ren

The quasi-static shear mechanical behavior and damage mechanisms of high-silica woven fiber-reinforced phenolic interfaces after thermal-oxidative aging and fatigue were investigated through shear tests in conjunction with digital image correlation (DIC) and scanning electron microscopy (SEM). The residual shear strength of interface progressively decreases with increasing fatigue amplitude, cycles, and duration of thermal-oxidative aging. Up to 20,000 cycles, the residual strengths under fatigue loadings 10%τb, 20%τb, 30%τb, and 40%τb decreased by 8.9%, 12.9%, 21.3%, and 30.3%, respectively. At fatigue amplitude 30%τb, thermo-oxidative aging for 36, 76, and 103 days caused reductions of 30.4%, 34.6%, and 38.4% relative to the unaged specimens. DIC and SEM reveal that interfacial shear damage initiates at defects along the biphasic interface, progresses through microcrack propagation with concurrent penetration into the interlaminar region, and ultimately results in crack coalescence and macroscopic delamination-induced instability failure. Under fatigue-dominated loading, damage is characterized by fiber fracture and interlaminar debonding, whereas thermo-oxidative aging suppresses fiber tearing but markedly exacerbates interlaminar debonding. Based on the equivalence principle of residual strength under fatigue loading-cycling-aging, a predictive model for residual shear strength was developed to account for the effects of thermal-oxidative aging and fatigue. Experimental validation showed that the model achieved an average relative error of approximately 10%, demonstrating good agreement with the measured data.

采用数字图像相关(DIC)和扫描电镜(SEM)相结合的剪切试验方法,研究了高硅编织纤维增强酚醛界面在热氧化老化和疲劳后的准静态剪切力学行为和损伤机制。界面残余抗剪强度随着疲劳幅值、循环次数和热氧化时效时间的增加而逐渐降低。当循环次数达到20000次时,10% τ b、20% τ b、30% τ b和40% τ b载荷下的残余强度分别下降了8.9%、12.9%、21.3%和30.3%。在疲劳振幅为30% τ b时,热氧化老化36、76和103天,相对于未老化的试样,分别降低了30.4%、34.6%和38.4%。DIC和SEM结果表明,界面剪切损伤从两相界面缺陷处开始,通过微裂纹扩展并同时渗透到层间区域,最终导致裂纹合并和宏观分层失稳破坏。在疲劳主导载荷下,纤维损伤表现为断裂和层间剥离,而热氧化老化抑制纤维撕裂,但明显加剧层间剥离。基于疲劳加载-循环-老化残余强度等效原理,建立了考虑热氧化老化和疲劳影响的残余剪切强度预测模型。实验验证表明,该模型的平均相对误差约为10%,与实测数据吻合良好。
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引用次数: 0
Fatigue Crack Growth Evaluation in SLM C300 Margining Steel Using Data-Driven Predictive Models 基于数据驱动预测模型的SLM C300边缘钢疲劳裂纹扩展评价
IF 3.2 2区 材料科学 Q2 ENGINEERING, MECHANICAL Pub Date : 2025-12-30 DOI: 10.1111/ffe.70161
Danial Haselibozchaloee, José A. F. O. Correia, Lance Manuel, Luis Reis, Daniel F. O. Braga, Esmaeil Zavvar, Pedro M. G. P. Moreira

Selective laser melting (SLM) enables the fabrication of complex metal components but poses challenges due to fatigue failure under cyclic loading. This study investigates fatigue crack growth (FCG) in SLM C300 margining steel using compact tension (CT) specimens built in X, Y, and Z directions, tested per ASTM E647 with a constant load ratio (R = 0.1). Monotonic tests revealed direction-dependent yield stress, with X being highest and Y lowest. To predict fatigue crack growth rate (FCGR) and stress intensity factor (SIF), five nonlinear regression models were evaluated. Given the nonnormal distribution of FCGR and SIF, the models were refined using load ratio (R = Pmin/Pmax) and stress intensity factor ratio (Rk = (ΔK)min/(ΔK)max). Locally weighted regression (LWR) achieved the highest accuracy, followed by polynomial and hyperbolic tangent regression. Logistic regression improved at higher SIF values, whereas power regression, despite aligning with Paris' law, performed poorly. Model choice and material properties are crucial for reliable FCG prediction in SLM components.

选择性激光熔化(SLM)技术能够制造复杂的金属部件,但在循环载荷下存在疲劳失效的问题。本研究使用X、Y和Z方向的致密拉伸(CT)试样,在恒定载荷比(R = 0.1)下,按照ASTM E647进行测试,研究了SLM C300边缘钢的疲劳裂纹扩展(FCG)。单调试验显示屈服应力与方向相关,X最大,Y最小。为了预测疲劳裂纹扩展速率(FCGR)和应力强度因子(SIF),对5种非线性回归模型进行了评价。考虑到FCGR和SIF的非正态分布,采用荷载比(R = Pmin/Pmax)和应力强度因子比(Rk = (ΔK)min/(ΔK)max)对模型进行细化。局部加权回归(LWR)的准确率最高,其次是多项式回归和双曲正切回归。逻辑回归在较高的SIF值下得到改善,而幂回归尽管符合巴黎定律,但表现不佳。模型选择和材料特性对于SLM组件中可靠的FCG预测至关重要。
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引用次数: 0
Analyses of XFEM and VCCT for Fatigue Crack Propagation in Thick Cracked Panels Repaired With CFRP Composites CFRP复合材料修补厚裂纹板疲劳裂纹扩展的XFEM和VCCT分析
IF 3.2 2区 材料科学 Q2 ENGINEERING, MECHANICAL Pub Date : 2025-12-30 DOI: 10.1111/ffe.70168
Sajjad Barzegar Khanaposhtani, Emad Mosayyebi, T. N. Chakherlou

AA7075-T6 aluminum alloy panels with damaged and thick surface layers were examined for their fatigue life with composite patches. Simulations using finite element software were conducted to analyze stress and crack propagation stages. Two models of uniform and skew crack fronts fatigue crack growth were implemented by combining XFEM and VCCT methods on the plates repaired with composite patches based on the Paris equation. The available experimental results and numerical simulation results are strongly correlated according to the comparison. To determine fatigue crack propagation path and fatigue crack propagation life, XFEM and VCCT simulation methods can be used for cracks in thick panel repairs with composite patches. In addition, the Paris equation can be used to determine fatigue cracks propagation path and fatigue crack propagation life. An increase of over 317% in fatigue life was achieved by applying composite patching to the cracked thick panels in the study. Based on the experimental results, the fatigue crack growth curve of the skew crack front model was similar to those obtained by the conventional uniform crack front models; however, the skew crack front fatigue life prediction was more accurate. This study specifically focused on evaluating crack propagation behavior in thick panels with single-sided composite patches, which represents a common but challenging repair configuration in aerospace applications.

采用复合贴片法对表层损伤较厚的AA7075-T6铝合金板进行了疲劳寿命测试。利用有限元软件进行了模拟,分析了应力和裂纹扩展阶段。基于Paris方程,采用XFEM和VCCT相结合的方法,对复合修补板进行了均匀裂纹和斜裂纹前缘疲劳裂纹扩展模型的研究。通过对比,得到的实验结果与数值模拟结果具有较强的相关性。为了确定疲劳裂纹扩展路径和疲劳裂纹扩展寿命,可以采用XFEM和VCCT模拟方法对厚板复合修补裂纹进行修补。此外,Paris方程可用于确定疲劳裂纹扩展路径和疲劳裂纹扩展寿命。对裂纹厚板进行复合修补,使其疲劳寿命提高了317%以上。实验结果表明,斜裂纹前沿模型的疲劳裂纹扩展曲线与常规均匀裂纹前沿模型的疲劳裂纹扩展曲线相似;而斜裂纹前缘疲劳寿命预测更为准确。本研究特别侧重于评估单面复合材料贴片厚板的裂纹扩展行为,这是航空航天应用中常见但具有挑战性的修复配置。
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引用次数: 0
期刊
Fatigue & Fracture of Engineering Materials & Structures
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