Mixed mode fracture propagation by manifold method

被引:113
作者
Chiou, YJ [1 ]
Lee, YM
Tsay, RJ
机构
[1] Natl Cheng Kung Univ, Dept Civil Engn, Tainan 701, Taiwan
[2] Van Nung Inst Technol, Dept Civil Engn, Chungli 320, Taiwan
关键词
manifold method; mixed mode fracture propagation; virtual crack extension method; weighting functions;
D O I
10.1023/A:1015713428989
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The numerical manifold method combined with the virtual crack extension method is proposed to study the mixed mode fracture propagation. The manifold method is a new numerical method, and it provides a unified framework for solving problems dealing with both continuums and jointed materials. This new method can be considered as a generalized finite element method and discontinuous deformation analysis. One of the most innovative features of the method is that it employs both physical mesh and mathematical mesh to formulate the physical problem. These two meshes are separated and independent. They are inter-related through the application of weighting functions. A local mesh refinement and auto-remeshing schemes previously proposed by the authors are adopted in this study. The proposed model is first verified by comparing the numerical stress intensity factors with the benchmark solutions, and the results show satisfactory accuracy. The maximum tangential stress criterion is adopted and the mixed mode fracture propagation problems are then fully investigated. The numerical solutions by the present method agree well with the experimental results.
引用
收藏
页码:327 / 347
页数:21
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