Three-dimensional influence coefficient method for cohesive crack simulations

被引:22
作者
Hanson, JH [1 ]
Bittencourt, TN
Ingraffea, AR
机构
[1] Rose Hulman Inst Technol, Dept Civil Engn, Terre Haute, IN 47803 USA
[2] Univ Sao Paulo, Escola Politecn, Dept Engn Estruturas & Fundacoes, BR-05508900 Sao Paulo, Brazil
[3] Cornell Univ, Ithaca, NY 14853 USA
基金
美国国家科学基金会;
关键词
three-dimensional numerical simulation; non-linear fracture mechanics; cohesive crack modeling; unload-reload cycle; influence coefficients;
D O I
10.1016/j.engfracmech.2003.12.008
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The influence coefficient method, which has advantages for conducting inverse analysis and sensitivity studies, is extended to simulate cohesive cracking in three-dimensional bodies when the crack path is known in advance. The method is combined with a focal point model to allow simulation of unload-reload cycles as well. This paper summarizes the theory behind the influence coefficient method and outlines how the method can be implemented in a numerical simulation program. The scaling factor technique is presented in order to use a single set of influence coefficients to simulate the response of identical bodies made of materials with different moduli of elasticity. (C) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码:2109 / 2124
页数:16
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