Numerical Simulation of Fracture Behavior of Brittle Solids under I/III Loading

被引:1
|
作者
Zhang, Zhitao [1 ,2 ]
Wang, Haijun [1 ,2 ]
Yu, Shuyang [3 ]
机构
[1] Nanjing Hydraul Res Inst, Mat & Struct Engn Dept, Nanjing 210019, Peoples R China
[2] State Key Lab Hydrol Water Resources & Hydraul En, Nanjing 210019, Peoples R China
[3] Hohai Univ, Coll Water Conservancy & Hydropower Engn, Nanjing 210098, Peoples R China
基金
中国国家自然科学基金; 国家重点研发计划;
关键词
D O I
10.1155/2020/8612784
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study used numerical analysis to carry out a large number of numerical model calculations based on a new semicircular bend (SCB) model. Instead of existing numerical computation methods (J-integral), the M-integral method was used to calculate the mixed mode fracture parameters (K-I, K-II, and K-III), investigate the influence of the geometry and material parameters on the fracture behavior under mixed mode I/III loading, and predict the fracture path. The results revealed that the limitations in the scope of the mixity parameter M-e in the previous studies can be overcome to a certain extent. The range of M-e was established under different Poisson ratios and can be used as a reference for actual material testing. The simulation path is in good agreement with the experimentally obtained fracture path, and the proposed method can be used to simulate the fracture path under mixed mode I/III loading.
引用
收藏
页数:14
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