A computational method for quasi-static fracture

被引：16

作者：

Tabbara, MR ^{[1
]}

Stone, CM ^{[1
]}

机构：

[1] Sandia Natl Labs, Albuquerque, NM 87185 USA

来源：

COMPUTATIONAL MECHANICS | 1998年 / 22卷 / 02期

关键词：

D O I：

10.1007/s004660050354

中图分类号：

O1 [数学];

学科分类号：

0701 ; 070101 ;

摘要：

A direct method for solving quasi-static, mixed-mode fracture problems is presented. The element-free Galerkin method is used in order to allow for crack growth without remeshing. An expression for the normalized, critical traction is derived in terms of the fracture resistance (R-curve) and a crack-dependent function. Sample problems demonstrate the capability of this method to accurately compute the post-peak equilibrium paths for structures with growing cracks.

引用

页码：203 / 210

页数：8

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