Mixed-mode Stress Intensity Factors by Mesh Free Galerkin Method

被引：0

作者：

Wen, P. H. ^{[1
]}

Aliabadi, M. H. ^{[2
]}

机构：

[1] Univ London, Sch Engn & Mat Sci, London WC1E 7HU, England

[2] Imperial Coll, Dept Aeronaut, London, England

来源：

ADVANCES IN FRACTURE AND DAMAGE MECHANICS VIII | 2010年 / 417-418卷

关键词：

Mesh free Galerkin method; Laplace transform; stress intensity factor; enriched radial basis function;

D O I：

暂无

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

An element-free Galerkin method is developed using radial basis interpolation functions to evaluate static and dynamic mixed-mode stress intensity factors. For dynamic problems, the Laplace transform technique is used to transform the time domain problem to frequency domain. The so-called enriched radial basis functions are introduced to accurately capture the singularity of stress at crack tip. The accuracy and convergence of mesh free Galerkin method with enriched radial basis functions for the two-dimensional static and dynamic fracture mechanics are demonstrated through several benchmark examples. Comparisons have been made with benchmarks and solutions obtained by the boundary element method.

引用

页码：957 / +

页数：2