中国机械工程学报2024,Vol.37Issue(4) :327-341.DOI:10.1186/s10033-024-01061-1

Closure Effect of Ⅰ+Ⅱ Mixed-mode Crack for EA4T Axle Steel

Shuancheng Wang Bing Yang Shuwei Zhou Jian Li Shoune Xiao
中国机械工程学报2024,Vol.37Issue(4) :327-341.DOI:10.1186/s10033-024-01061-1

Closure Effect of Ⅰ+Ⅱ Mixed-mode Crack for EA4T Axle Steel

Shuancheng Wang 1Bing Yang 1Shuwei Zhou 2Jian Li 1Shoune Xiao1
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作者信息

  • 1. State Key Laboratory of Rail Transit Vehicle System,Southwest Jiaotong University,Chengdu 610031,China
  • 2. State Key Laboratory of Rail Transit Vehicle System,Southwest Jiaotong University,Chengdu 610031,China;Institute of Metal Forming,RWTH Aachen University,52064 Aachen,Germany
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Abstract

The crack-closure effect is a crucial factor that affects the crack growth rate and should be considered in simula-tion analysis and testing.A mixed-mode Ⅰ+Ⅱ loading fatigue crack growth test was performed using EA4T axle steel specimens.The variation of the plastic-induced crack closure(PICC)effect and the roughness-induced crack closure(RICC)effect during crack deflection in the mixed-mode is examined in this study.The results show that the load perpendicular to the crack propagation direction hinders the slip effect caused by the load parallel to the crack propagation direction under mixed-mode loading,and the crack deflection is an intuitive manifestation of the inter-action between the PICC and RICC.The proportion of the RA value change on the crack side caused by contact friction was reduced by the interaction between PICC and RICC.The roughness of the crack surface before and after the crack deflection is different,and the spatial torsion crack surface is formed during the crack propagation process.With the increase of the crack length,the roughness of the fracture surface increases.During the crack deflection process,the PICC value fluctuates around 0.2,and the RICC value is increased to 0.15.

Key words

Crack closure/Crack deflection/Plasticity-induced closure/Roughness-induced closure/Interaction mechanism

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基金项目

National Natural Science Foundation of China(52375159)

National Railway Administration of China(KF2023-025)

Independent Research Project of the State Key Laboratory of Traction Power(2022TPL_T03)

出版年

2024
中国机械工程学报
中国机械工程学会

中国机械工程学报

CSTPCD
影响因子:0.765
ISSN:1000-9345
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