Simulation of Fatigue Crack Propagation Process after Overload Based on Cohesive Zone Model

Ruijin Zhang, Binbin Hu, Lida Xu, B. Cao
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Abstract

Fatigue failure due to varying load is one of the main failure modes in engineering. A large plastic deformation due to accidental tensile overload around the crack tip has a significant effect on the fatigue crack propagation. In order to simulate the crack propagation process, the Cohesive Zone Model (CZM) based on elastoplastic mechanics was studied to take into account the plastic deformation. Based on the bilinear cohesive constitutive model and experimental data, two parameters including cohesive fracture energy and material strength were determined. By comparing Digital Image Correlation (DIC) experiment results with simulation results, it was concluded that both the normal quasi-static model and the cohesion model had a good coincidence with the test data when the plastic area around the tip of crack was small. For a larger plastic zone around the crack tip, the cohesive model method was obviously better than the quasi-static model.
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基于黏聚区模型的超载后疲劳裂纹扩展过程模拟
变载荷疲劳破坏是工程中主要的破坏形式之一。裂纹尖端意外拉伸过载引起的大塑性变形对疲劳裂纹扩展有重要影响。为了模拟裂纹扩展过程,研究了基于弹塑性力学的内聚区模型(CZM),考虑了塑性变形。基于双线性黏合本构模型和试验数据,确定了黏合断裂能和材料强度两个参数。通过数字图像相关(DIC)试验结果与仿真结果的比较,得出了当裂纹尖端周围塑性面积较小时,常规准静态模型和黏聚力模型与试验数据吻合较好。对于裂纹尖端周围较大的塑性区,内聚模型方法明显优于准静态模型方法。
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