Fatigue & Fracture of Engineering Materials & Structures最新文献

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Dislocation density-based constitutive model for cyclic deformation and softening of Ni-based superalloys 基于位错密度的镍基超合金循环变形和软化构成模型
IF 3.1 2区 材料科学
Fatigue & Fracture of Engineering Materials & Structures Pub Date : 2024-06-23 DOI: 10.1111/ffe.14367
Shivam Kumar, Anirban Patra, J. K. Sahu
{"title":"Dislocation density-based constitutive model for cyclic deformation and softening of Ni-based superalloys","authors":"Shivam Kumar,&nbsp;Anirban Patra,&nbsp;J. K. Sahu","doi":"10.1111/ffe.14367","DOIUrl":"https://doi.org/10.1111/ffe.14367","url":null,"abstract":"<p>A physically-based constitutive modeling framework is proposed for the cyclic deformation and softening of Ni-based superalloys. The constitutive model accounts for underlying mechanisms of grain size strengthening, dislocation strengthening, solid solution strengthening, and precipitate strengthening, commonly observed in these alloys. A constitutive model is proposed for the shearing of precipitates on their interaction with glide dislocations during cyclic deformation. This is the primary contributor to the experimentally observed cyclic softening behavior in Ni-based superalloys. Model predictions of the cyclic stress–strain response and the cyclic softening (quantified in terms of the peak stress) are compared with the experimental counterparts for a range of strain amplitudes under fully-reversed cyclic loading of Inconel 718 (IN 718). Further, model predictions of precipitate size are also compared with the experimentally measured transmission electron micrographs of precipitate sizes at the end of deformation. Concurrence in the cyclic stress–strain response, peak stress, and precipitate size provides validation for our constitutive modeling framework.</p>","PeriodicalId":12298,"journal":{"name":"Fatigue & Fracture of Engineering Materials & Structures","volume":"47 9","pages":"3264-3284"},"PeriodicalIF":3.1,"publicationDate":"2024-06-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141968072","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Very high cycle fatigue of fiber-reinforced polymer composites: Uniaxial ultrasonic fatigue 纤维增强聚合物复合材料的超高循环疲劳:单轴超声波疲劳
IF 3.1 2区 材料科学
Fatigue & Fracture of Engineering Materials & Structures Pub Date : 2024-06-22 DOI: 10.1111/ffe.14365
Alireza Behvar, Mahyar Sojoodi, Mohammad Elahinia, Carlo B. Niutta, Andrea Tridello, Davide S. Paolino, Meysam Haghshenas
{"title":"Very high cycle fatigue of fiber-reinforced polymer composites: Uniaxial ultrasonic fatigue","authors":"Alireza Behvar,&nbsp;Mahyar Sojoodi,&nbsp;Mohammad Elahinia,&nbsp;Carlo B. Niutta,&nbsp;Andrea Tridello,&nbsp;Davide S. Paolino,&nbsp;Meysam Haghshenas","doi":"10.1111/ffe.14365","DOIUrl":"https://doi.org/10.1111/ffe.14365","url":null,"abstract":"<p>This review explores uniaxial ultrasonic fatigue (USF) testing as a common and dependable method for quantifying the extended fatigue life of fiber-reinforced polymer (FRP) composites. The objective is to explain the complexities governing the fatigue life behavior of FRPs, particularly in the realm of very high cycle fatigue (VHCF) where the number of loading cycles exceeds 10<sup>7</sup>. To this end, this review encompasses the analysis of VHCF behavior, including the derivation and interpretation of stress–life (<i>S</i>–<i>N</i>) data, the evaluation of various fatigue damage mechanisms (i.e., controlling mechanisms of crack initiation and propagation) exhibited in FRP composites, and a thorough investigation of the frequency-dependent effects on fatigue responses. Furthermore, this review tries to analyze the microscopic intricacies intrinsic to the VHCF failure of FRP composites, encompassing aspects such as fiber-matrix de-bonding, matrix cracking, and delamination, unveiling their modes and effects in a detailed manner. This review also underscores the pivotal integration of simulations, machine learning, and modeling techniques, emphasizing their crucial role in explaining both macroscopic and microscopic interactions governing the VHCF of FRPs.</p>","PeriodicalId":12298,"journal":{"name":"Fatigue & Fracture of Engineering Materials & Structures","volume":"47 9","pages":"3083-3115"},"PeriodicalIF":3.1,"publicationDate":"2024-06-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1111/ffe.14365","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141967413","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Relationship of microstructure on the mechanical and splitting fracture properties of a high carbon forging steel for connecting rod 微观结构与连杆用高碳锻钢的机械性能和劈裂断裂性能的关系
IF 3.1 2区 材料科学
Fatigue & Fracture of Engineering Materials & Structures Pub Date : 2024-06-20 DOI: 10.1111/ffe.14370
Jin-Cheng Li, Xian-Wen Wang, Chao-Lei Zhang, Guanglei Liu, Lie Chen
{"title":"Relationship of microstructure on the mechanical and splitting fracture properties of a high carbon forging steel for connecting rod","authors":"Jin-Cheng Li,&nbsp;Xian-Wen Wang,&nbsp;Chao-Lei Zhang,&nbsp;Guanglei Liu,&nbsp;Lie Chen","doi":"10.1111/ffe.14370","DOIUrl":"https://doi.org/10.1111/ffe.14370","url":null,"abstract":"<p>The influence of austenitizing temperature and isothermal transition temperature on the mechanical properties and splitting characteristics of C70S6 were investigated. The maximum ultimate tensile strength and yield strength were 1032 and 625 MPa, respectively, when the lamellar spacing of sorbite was 0.195 μm. The greatest elongation was 17% when the size of the pearlite colony was 13 μm, which suggested an approach for enhancing the properties of pearlite steel at a low cost. The splitting property performed excellent when the proeutectoid ferrite content is 0.3%, the prior austenite grain is 38.9 μm, and the yield ratio is 0.57 currently. The connection between the process performance and the microstructure parameters was established, allowing process improvement to be guided accurately.</p>","PeriodicalId":12298,"journal":{"name":"Fatigue & Fracture of Engineering Materials & Structures","volume":"47 9","pages":"3247-3263"},"PeriodicalIF":3.1,"publicationDate":"2024-06-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141968020","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
The effect of fiber bridging on mode I fatigue delamination propagation—part I: Testing 纤维桥接对模式 I 疲劳分层扩展的影响--第一部分:测试
IF 3.1 2区 材料科学
Fatigue & Fracture of Engineering Materials & Structures Pub Date : 2024-06-18 DOI: 10.1111/ffe.14362
Leslie Banks-Sills, Hila Ben Gur
{"title":"The effect of fiber bridging on mode I fatigue delamination propagation—part I: Testing","authors":"Leslie Banks-Sills,&nbsp;Hila Ben Gur","doi":"10.1111/ffe.14362","DOIUrl":"https://doi.org/10.1111/ffe.14362","url":null,"abstract":"<p>The purpose of this investigation is to assess the effect of fiber bridging on fatigue delamination propagation. Fiber bridging occurs when testing beam type laminates specimens consisting of unidirectional plies. Unidirectional double cantilever beam specimens composed of the carbon fiber reinforced polymer prepreg AS4/8552 were tested by means of fatigue cycling. A Paris relation was determined based on these tests. Fiber bridging in beam specimens composed of unidirectional plies causes the apparent fatigue delamination curves to exhibit slower growth predicting overly conservative results. In Part I of this study, the effect of fiber bridging was eliminated experimentally from the results. In Part II of this study, a cohesive zone model is developed and used to carry out finite element analyses to simulate the experiments, as well as to eliminate the influence of fiber bridging.</p>","PeriodicalId":12298,"journal":{"name":"Fatigue & Fracture of Engineering Materials & Structures","volume":"47 9","pages":"3232-3246"},"PeriodicalIF":3.1,"publicationDate":"2024-06-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1111/ffe.14362","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141967991","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Fatigue testing strategies for the X65 steel catenary riser with small-scale specimens considering the effect of welding residual stress 考虑焊接残余应力影响的 X65 钢导管立管小尺寸试样疲劳测试策略
IF 3.1 2区 材料科学
Fatigue & Fracture of Engineering Materials & Structures Pub Date : 2024-06-18 DOI: 10.1111/ffe.14373
Niantao Zhang, Caiyan Deng, Hang Liang, Baoming Gong, Yong Liu
{"title":"Fatigue testing strategies for the X65 steel catenary riser with small-scale specimens considering the effect of welding residual stress","authors":"Niantao Zhang,&nbsp;Caiyan Deng,&nbsp;Hang Liang,&nbsp;Baoming Gong,&nbsp;Yong Liu","doi":"10.1111/ffe.14373","DOIUrl":"https://doi.org/10.1111/ffe.14373","url":null,"abstract":"<p>To accurately evaluate the fatigue performance of a full-scale deep-water steel catenary riser (SCR) using small-size specimens, six fatigue testing strategies were explored, considering the effect of welding residual stress. Through a comparison with the full-scale resonant bending fatigue testing results, the most equivalent strategy using small-scale specimens was identified. The results indicate that the test strategies applying constant stress underestimated the fatigue life, compared with that of a full-scale specimen; meanwhile, fatigue life values obtained from the low-stress ratio testing strategy were higher, particularly in the low-stress range region. Comparatively, the fatigue lives obtained for the 100 mm-wide specimens without cutting were higher in the high-stress range region. The variable-applied mean stress strategy using the 25 mm-wide welded joint specimen was the most suitable for equivalence with the full-scale fatigue testing, with only a 9.7% difference in the fatigue life testing results. The difference between the applied mean stress and the actual transverse welding residual stress under various fatigue testing strategies is the key factor affecting the equivalence of the fatigue testing results.</p>","PeriodicalId":12298,"journal":{"name":"Fatigue & Fracture of Engineering Materials & Structures","volume":"47 9","pages":"3220-3231"},"PeriodicalIF":3.1,"publicationDate":"2024-06-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141967990","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Experimental study on the bearing mechanical characteristics and deformation failure mechanism of damaged sandy mudstone 受损砂质泥岩的承载力学特性和变形破坏机理试验研究
IF 3.1 2区 材料科学
Fatigue & Fracture of Engineering Materials & Structures Pub Date : 2024-06-17 DOI: 10.1111/ffe.14353
Dongxiao Zhang, Pengfei Zhang, Yueying Zhang, Wenjing Guo, Yongqiang Zhao, Wei Zhang, Guangsheng Fu
{"title":"Experimental study on the bearing mechanical characteristics and deformation failure mechanism of damaged sandy mudstone","authors":"Dongxiao Zhang,&nbsp;Pengfei Zhang,&nbsp;Yueying Zhang,&nbsp;Wenjing Guo,&nbsp;Yongqiang Zhao,&nbsp;Wei Zhang,&nbsp;Guangsheng Fu","doi":"10.1111/ffe.14353","DOIUrl":"https://doi.org/10.1111/ffe.14353","url":null,"abstract":"<p>Studying the mechanical properties and failure mechanisms of damaged rocks holds practical significance in guiding tunnel or roadway support and assessing the stability of engineering rock masses. To uncover the failure mechanisms of sandy mudstone with varying degrees of damage, we conducted cyclic loading-unloading tests to create specimens at different damage levels. Subsequently, uniaxial loading tests were performed to investigate the fundamental mechanical properties, wave velocity, and acoustic emission (AE) parameter evolution characteristics of the damaged specimens. The classification of damaged rocks was based on the energy evolution characteristics of damaged sandy mudstone. Finally, we discuss the damage and deterioration mechanisms of different types of sandy mudstone. The findings contribute to establishing a theoretical foundation for evaluating the degree of rock damage.</p>","PeriodicalId":12298,"journal":{"name":"Fatigue & Fracture of Engineering Materials & Structures","volume":"47 9","pages":"3204-3219"},"PeriodicalIF":3.1,"publicationDate":"2024-06-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141967281","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
A physics-informed neural network framework based on fatigue indicator parameters for very high cycle fatigue life prediction of an additively manufactured titanium alloy 基于疲劳指标参数的物理信息神经网络框架,用于超高循环钛合金的疲劳寿命预测
IF 3.1 2区 材料科学
Fatigue & Fracture of Engineering Materials & Structures Pub Date : 2024-06-17 DOI: 10.1111/ffe.14363
Hang Li, Guanze Sun, Zhao Tian, Kezhi Huang, Zihua Zhao
{"title":"A physics-informed neural network framework based on fatigue indicator parameters for very high cycle fatigue life prediction of an additively manufactured titanium alloy","authors":"Hang Li,&nbsp;Guanze Sun,&nbsp;Zhao Tian,&nbsp;Kezhi Huang,&nbsp;Zihua Zhao","doi":"10.1111/ffe.14363","DOIUrl":"https://doi.org/10.1111/ffe.14363","url":null,"abstract":"<p>The exploitation of fatigue life prediction methods based on fatigue indicator parameters revealed the influence of the defect size, position, and morphology on the fatigue life and fatigue behavior of additively manufactured metals. Meanwhile, Data-driven life prediction methods are time-efficient but inexplainable. Current machine learning-based fatigue life prediction methods call for not only the accuracy but also the interpretability and stability of prediction results. Thus, the fusion of physical methods and machine learning methods has been a prevailing research topic in fatigue life prediction. In this study, a novel physics-informed neural network framework is proposed by integrating a fatigue indicator parameter based on defects into the physical constraints term of a loss function. This method outperforms conventional machine learning methods in high-cycle and very high-cycle regimes, exhibiting superior prediction performance and generalization ability. Furthermore, the prediction results can be explained from a physical standpoint, correlating with the applicability range of the introduced physical equation describing defect positions.</p>","PeriodicalId":12298,"journal":{"name":"Fatigue & Fracture of Engineering Materials & Structures","volume":"47 9","pages":"3171-3188"},"PeriodicalIF":3.1,"publicationDate":"2024-06-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141967282","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Effect of trace element arsenic on the high cycle fatigue properties and the carbide uniformity in high carbon chromium bearing steel 微量元素砷对高碳铬轴承钢高循环疲劳性能和碳化物均匀性的影响
IF 3.1 2区 材料科学
Fatigue & Fracture of Engineering Materials & Structures Pub Date : 2024-06-17 DOI: 10.1111/ffe.14352
Shuaijun Dong, Yongjin Wu, Chaolei Zhang, Shuize Wang, Guilin Wu, Junheng Gao, Honghui Wu, Haitao Zhao, Xinping Mao
{"title":"Effect of trace element arsenic on the high cycle fatigue properties and the carbide uniformity in high carbon chromium bearing steel","authors":"Shuaijun Dong,&nbsp;Yongjin Wu,&nbsp;Chaolei Zhang,&nbsp;Shuize Wang,&nbsp;Guilin Wu,&nbsp;Junheng Gao,&nbsp;Honghui Wu,&nbsp;Haitao Zhao,&nbsp;Xinping Mao","doi":"10.1111/ffe.14352","DOIUrl":"https://doi.org/10.1111/ffe.14352","url":null,"abstract":"<p>In this paper, the mechanical properties and microstructures of bearing steels with arsenic contents of 30, 40, and 120 ppm have been investigated. The results show that As-40 steel has the highest tensile strength but lower fatigue strength than As-120 steel. The fatigue crack propagation rate of As-120 steel is relatively low, mainly due to the increase in ΔK<sub>th</sub>. After quenching and tempering, As-120 steel has larger prior austenite grains and more undecomposed, elongated carbides appear, reducing the uniformity of the steel. For carbides with an aspect ratio greater than 2, they cannot grow by the Oswald mechanism of spontaneous migration but are spheroidized by self-cracking. The undissolved elongated carbides have a lower chemical potential, which increases the diffusion tendency of arsenic in the matrix. SIMS and EPMA analyses show that there is no significant distortion of the trace element arsenic.</p>","PeriodicalId":12298,"journal":{"name":"Fatigue & Fracture of Engineering Materials & Structures","volume":"47 9","pages":"3189-3203"},"PeriodicalIF":3.1,"publicationDate":"2024-06-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141967283","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Fatigue life analysis of subway e-clips under multiwavelength rail corrugation excitation 多波长轨道波纹激励下的地铁电子夹疲劳寿命分析
IF 3.1 2区 材料科学
Fatigue & Fracture of Engineering Materials & Structures Pub Date : 2024-06-15 DOI: 10.1111/ffe.14364
Bingjie Dong, Guangxiong Chen, Qifeng Song, Xiaohang Feng, Wenjuan Ren, Guiming Mei
{"title":"Fatigue life analysis of subway e-clips under multiwavelength rail corrugation excitation","authors":"Bingjie Dong,&nbsp;Guangxiong Chen,&nbsp;Qifeng Song,&nbsp;Xiaohang Feng,&nbsp;Wenjuan Ren,&nbsp;Guiming Mei","doi":"10.1111/ffe.14364","DOIUrl":"10.1111/ffe.14364","url":null,"abstract":"<p>Fatigue-induced clip fractures are the most common type of damage in railway systems, and they are exacerbated by rail corrugation. This research investigated the development of rail corrugation through long-term measurements and examined the impact of rail corrugation on the fatigue life of e-clips using a finite element model. The examination included different corrugation wavelengths, namely, short-pitch corrugation (SPC), long-pitch corrugation (LPC), and a new form of corrugation called superposed SPC and LPC. The results showed that increasing corrugation amplitude reduces an e-clip's fatigue life and alters the region in the clip where fatigue damage occurs. A short corrugation wavelength shortens fatigue life. On railway tracks with superposed SPC and LPC, a significant increase in LPC amplitude sharply reduces a clip's fatigue life, even under minuscule SPC amplitude. Effective measures are proposed to prolong the fatigue life of e-clips subjected to the effects of rail corrugation.</p>","PeriodicalId":12298,"journal":{"name":"Fatigue & Fracture of Engineering Materials & Structures","volume":"47 9","pages":"3153-3170"},"PeriodicalIF":3.1,"publicationDate":"2024-06-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141336611","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Micromechanical modeling of longitudinal compression behavior and failure mechanism of unidirectional carbon fiber reinforced aluminum composites involving initial fiber misalignment 涉及初始纤维错位的单向碳纤维增强铝复合材料纵向压缩行为和失效机理的微观力学建模
IF 3.1 2区 材料科学
Fatigue & Fracture of Engineering Materials & Structures Pub Date : 2024-06-14 DOI: 10.1111/ffe.14368
Wengang Jiang, Zhenjun Wang, Qipeng Liu, Yuehua Gao, Zhiyong Wu, Bowen Xiong, Fang Wang, Yufeng Yao
{"title":"Micromechanical modeling of longitudinal compression behavior and failure mechanism of unidirectional carbon fiber reinforced aluminum composites involving initial fiber misalignment","authors":"Wengang Jiang,&nbsp;Zhenjun Wang,&nbsp;Qipeng Liu,&nbsp;Yuehua Gao,&nbsp;Zhiyong Wu,&nbsp;Bowen Xiong,&nbsp;Fang Wang,&nbsp;Yufeng Yao","doi":"10.1111/ffe.14368","DOIUrl":"10.1111/ffe.14368","url":null,"abstract":"<p>A micromechanical model with realistic initial fiber misalignment (IFM) was developed to simulate the longitudinal compression behavior of unidirectional carbon fiber/aluminum composites. The matrix and fiber were modeled using ductile damage law and brittle fracture model, respectively. The interfacial properties were firstly determined by the single-fiber push-out and transverse tensile tests, and the cohesive zone model was adopted to capture the interfacial behavior. The calculated compressive response curve is in alignment with the experimental data. Compression failure can be attributed to fiber kinking, possibly triggered by the matrix shear damage. The increase of IFM angle makes the failure mode being transformed from fiber crushing to fiber kinking, along with a significant decrease in compressive strength. With the fiber content increasing, the compressive strength increases first and then decreases, while the compressive modulus increases monotonically. Increasing interfacial strength significantly improves the compressive strength, but this is limited by the matrix properties.</p>","PeriodicalId":12298,"journal":{"name":"Fatigue & Fracture of Engineering Materials & Structures","volume":"47 9","pages":"3133-3152"},"PeriodicalIF":3.1,"publicationDate":"2024-06-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141339990","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
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