Extended finite element method and fast marching method for three-dimensional fatigue crack propagation

被引:214
|
作者
Sukumar, N
Chopp, DL
Moran, B
机构
[1] Univ Calif Davis, Dept Civil & Environm Engn, Davis, CA 95616 USA
[2] Northwestern Univ, Dept Engn Sci & Appl Math, Evanston, IL 60208 USA
[3] Northwestern Univ, Dept Civil Engn, Evanston, IL 60208 USA
关键词
crack propagation; stress intensity factor; extended finite element method; level set method; fast marching method;
D O I
10.1016/S0013-7944(02)00032-2
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
A numerical technique for planar three-dimensional fatigue crack growth simulations is proposed. The new technique couples the extended finite element method (X-FEM) to the fast marching method (FMM). In the X-FEM, a discontinuous function and the two-dimensional asymptotic crack-tip displacement fields are added to the finite element approximation to account for the crack using the notion of partition of unity. This enables the domain to be modeled by finite elements with no explicit meshing of the crack surfaces. The initial crack geometry is represented by level set functions, and subsequently signed distance functions are used to compute the enrichment functions that appear in the displacement-based finite element approximation. The FMM in conjunction with the Paris crack growth law is used to advance the crack front. Stress intensity factors for planar three-dimensional cracks are computed, and fatigue crack growth simulations for planar cracks are presented. Good agreement between the numerical results and theory is realized. (C) 2002 Elsevier Science Ltd. All rights reserved.
引用
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页码:29 / 48
页数:20
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