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Finite element analysis of fatigue crack growth in CFRP-repaired four-point bend specimens

机译:CFRP修复四点弯曲试样疲劳裂纹扩展的有限元分析

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摘要

This paper presents a finite element (FE) study on fatigue crack growth in carbon fiber-reinforced polymer (CFRP) repaired four-point bend (FPB) specimens with an edge crack subjected to various cyclic loadings (pure mode I, pure mode II and mixed mode I/II). The crack propagation rate was described using NASGRO model together with Tanaka formula, while the crack growth direction was determined by maximum circumferential stress criterion (MCSC). A simulation program was developed using Python scripting in conjunction with FE software ABAQUS to handle the automated fatigue crack growth modelling. The effects of different shear-tension loading ratios (K-II/K-I) and CFRP layer numbers on CFRP repair performance were first investigated by a comparative analysis of numerical and experimental results. The FE results appeared to be in reasonable agreement with test data in terms of specimens' failure modes, crack growth trajectories and fatigue lives. Based on the developed program, a parametric study was conducted to gain a deeper insight into the effects of K-II/K-I ratios, the patching layer number, Young's modulus and width of CFRP on FPB specimens' fatigue behavior. The results indicated that the above-mentioned parameters have a significant influence on fatigue crack growth to varying degrees. This work provides an effective way of predicting the fatigue life and mixed mode I/II crack growth trajectories with high computational efficiency and accuracy.
机译:本文提供了有限元(FE)研究碳纤维增强聚合物(CFRP)修复的四点弯曲(FPB)试样的边缘裂纹在各种循环载荷(纯模式I,纯模式II和纯模式)下的疲劳裂纹扩展的方法。混合模式I / II)。使用NASGRO模型和Tanaka公式描述了裂纹扩展速率,而裂纹扩展方向由最大圆周应力准则(MCSC)确定。使用Python脚本结合FE软件ABAQUS开发了一个模拟程序,以处理自动疲劳裂纹扩展建模。首先通过数值分析和实验结果的对比分析,研究了不同的剪力加载比(K-II / K-I)和CFRP层数对CFRP修复性能的影响。有限元分析结果在试件的失效模式,裂纹扩展轨迹和疲劳寿命方面与测试数据基本吻合。基于已开发的程序,进行了参数研究,以更深入地了解K-II / K-I比率,修补层数,杨氏模量和CFRP宽度对FPB试样疲劳行为的影响。结果表明,上述参数对疲劳裂纹扩展有不同程度的影响。这项工作提供了一种预测疲劳寿命和混合模式I / II裂纹扩展轨迹的有效方法,具有很高的计算效率和准确性。

著录项

  • 来源
    《Engineering Structures》 |2019年第15期|398-407|共10页
  • 作者单位

    Tongji Univ, Minist Educ, Key Lab Performance Evolut & Control Engn Struct, Shanghai 200092, Peoples R China|Tongji Univ, Dept Struct Engn, Shanghai 200092, Peoples R China;

    Tongji Univ, Minist Educ, Key Lab Performance Evolut & Control Engn Struct, Shanghai 200092, Peoples R China|Tongji Univ, Dept Struct Engn, Shanghai 200092, Peoples R China|Univ Corp Polar Res, Beijing 100875, Peoples R China;

    Tongji Univ, Dept Bridge Engn, Shanghai 200092, Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    CFRP; Mixed mode cracks; Python language; Four-point bend specimens;

    机译:CFRP;混合模式裂纹;Python语言;四点弯曲试样;

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