A semi-analytical solution to the stress intensity factors of branched cracks

被引:11
|
作者
Liu, Zhuo-Er [1 ,3 ]
Wei, Yujie [1 ,2 ,3 ]
机构
[1] Chinese Acad Sci, Inst Mech, LNM, Beijing 100190, Peoples R China
[2] Eastern Inst Adv Study EIAS, Ningbo 315200, Zhejiang, Peoples R China
[3] Univ Chinese Acad Sci, Sch Engn Sci, Beijing 100049, Peoples R China
关键词
ENERGY-RELEASE-RATE; BRITTLE-FRACTURE; DYNAMIC FRACTURE; INTERFACE; KINKING; PROPAGATION; INSTABILITY; PENETRATION; DEFLECTION; PATHS;
D O I
10.1016/j.jmps.2023.105351
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Crack branching is ubiquitous in engineering practice, and it often takes place when a crack is subjected to dynamic stress fields, or runs into heterogeneous regions. The mechanical analysis of branched cracks is of great significance in safety analysis and crack-path engineering. In this work we developed a theoretical method to calculate the stress intensity factors (SIFs) of branched cracks. By employing both Schwarz-Christoffel mapping and Muskhelishvili approach, we present an asymptotic approximation for the conformal mapping and SIFs of arbitrary branched cracks are then readily derived. We further demonstrate the convenience of this analytical approach to obtain the SIFs of forked crack as well as four-branched cracks. The theoretical solutions are validated by using finite-element simulations. It is shown that the semi-analytical approach agrees well with the FEM calculations on SIFs. The analytical methods supply a general way to solve the SIFs and therefore the energy release rate of branched cracks. It can then be adopted to understand crack splitting and crack network engineering.
引用
收藏
页数:18
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