Numerical analysis of fracture mechanisms and failure modes in bi-layered structural components

被引:15
作者
Carpinteri, Alberto [1 ]
Paggi, Marco [1 ]
机构
[1] Politecn Torino, Dept Struct & Geotech Engn, I-10129 Turin, Italy
关键词
linear elastic fracture mechanics; bi-layered structural components; fracture mechanisms; failure modes; thereto-elastic and residual stresses;
D O I
10.1016/j.finel.2007.06.003
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
The problem of crack propagation in bi-layered structural components is addressed. Due to the presence of the bi-material interface and depending on the loading direction, a competition between different crack trajectories (failure modes) can take place. The quantification of the dominant failure mode and of the prevailing fracture mechanism is very often a challenging task, although it is crucial for design purposes. In this contribution, starting from the experimental observation of failure modes in a variety of engineering applications involving bi-layered structural components, an interpretation is proposed in the framework of the finite elements discretization and linear elastic fracture mechanics. The effect of thereto-elastic and residual stresses on the stability of crack propagation is carefully examined. Numerical results confirm the qualitative experimental observations of failure modes in bi-layered structural elements used for rock drilling applications. (c) 2007 Elsevier B.V. All rights reserved.
引用
收藏
页码:941 / 953
页数:13
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