A numerical solution for a finite internally cracked plate using hybrid crack element method

被引:0
|
作者
Chen, Y. Z. [1 ]
机构
[1] Jiangsu Univ, Div Engn Mech, Zhenjiang 212013, Jiangsu, Peoples R China
关键词
hybrid crack element; variational principle; complex variable method; stress intensity factor; T-stress; STRESS INTENSITY FACTOR; VARIATIONAL METHOD;
D O I
10.12989/sem.2011.40.6.813
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper provides a numerical solution for a finite internally cracked plate using hybrid crack element method (HCE). In the formulation, an inclined crack is placed in any place of a rectangular element and the complex variable method is used. The complex potentials are expressed in a series form, and several undetermined coefficients are involved. The complex potentials for the cracked rectangle are first suggested in this paper. Based on a variational principle, the element stiffness matrix can be evaluated. The next steps are same as in the usual finite element method. Several numerical examples with computed stress intensity factor and T-stress are presented.
引用
收藏
页码:813 / 827
页数:15
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