Numerical simulation of crack problems using triangular finite elements with embedded interfaces

被引:7
|
作者
Löblein, J [1 ]
Schröder, J [1 ]
机构
[1] Univ Duisberg Essen, Inst Mech, FB Bauwesen, D-45117 Essen, Germany
关键词
embedded discontinuity; finite element method; crack modeling;
D O I
10.1016/j.commatsci.2004.09.022
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The aim of this paper is to propose numerical aspects for the modeling of discrete cracks in quasi-brittle materials using triangular finite elements with an embedded interface based on the formulation in [Computational Mechanics 27 (2001) 463]. The kinematics of the discontinuous displacement field and the variational formulation applied to a body with an internal discontinuity is given. The discontinuity is modeled by additional global degrees of freedom and the continuity of the displacement jumps across the element boundaries is enforced. To show the performance of the model, a single element test and two examples for mode-I dominated fracture, namely a tension test and a three-point bending beam, are discussed. (C) 2004 Elsevier B.V. All rights reserved.
引用
收藏
页码:435 / 445
页数:11
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