New development in extended finite element modeling of large elasto-plastic deformations

被引:25
作者
Anahid, M. [1 ]
Khoei, A. R. [1 ]
机构
[1] Sharif Univ Technol, Dept Civil Engn, Ctr Excellence Struct & Earthquake Engn, Tehran 11365, Iran
基金
美国国家科学基金会;
关键词
extended FEM; partition of unity; large deformation; Lagrangian formulation; elasto-plasticity;
D O I
10.1002/nme.2281
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper presents new achievements in the extended finite element modeling of large elasto-plastic deformation in solid problems. The computational technique is presented based on the extended finite element method (X-FEM) coupled with the Lagrangian formulation in order to model arbitrary interfaces in large deformations. In X-FEM, the material interfaces are represented independently of element boundaries, and the process is accomplished by partitioning the domain with some triangular sub-elements whose Gauss points are used for integration of the domain of elements. The large elasto-plastic deformation formulation is employed within the X-FEM framework to simulate the non-linear behavior of materials. The interface between two bodies is modeled by using the X-FEM technique and applying the Heaviside- and level-set-based enrichment functions. Finally, several numerical examples are analyzed, including arbitrary material interfaces, to demonstrate the efficiency of the X-FEM technique in large plasticity deformations. Copyright (C) 2008 John Wiley & Sons, Ltd.
引用
收藏
页码:1133 / 1171
页数:39
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