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
相关论文
共 57 条
[21]   Appropriate extended functions for X-FEM simulation of plastic fracture mechanics [J].
Elguedj, T ;
Gravouil, A ;
Combescure, A .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2006, 195 (7-8) :501-515
[22]   Modeling 3D crack propagation in unreinforced concrete using PUFEM [J].
Gasser, TC ;
Holzapfel, GA .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2005, 194 (25-26) :2859-2896
[23]   3D Crack propagation in unreinforced concrete. A two-step algorithm for tracking 3D crack paths [J].
Gasser, Thomas C. ;
Holzapfel, Gerhard A. .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2006, 195 (37-40) :5198-5219
[24]   Extended finite element method for three-dimensional large plasticity deformations on arbitrary interfaces [J].
Khoei, A. R. ;
Biabanaki, S. O. R. ;
Anahid, M. .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2008, 197 (9-12) :1100-1114
[25]   An enriched finite element algorithm for numerical computation of contact friction problems [J].
Khoei, A. R. ;
Nikbakht, M. .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2007, 49 (02) :183-199
[26]   Extended finite element method in plasticity forming of powder compaction with contact friction [J].
Khoei, A. R. ;
Shamloo, A. ;
Azami, A. R. .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2006, 43 (18-19) :5421-5448
[27]  
Khoei AR, 1999, INT J NUMER METH ENG, V45, P801, DOI 10.1002/(SICI)1097-0207(19990710)45:7<801::AID-NME604>3.0.CO
[28]  
2-#
[29]  
Khoei AR, 2005, Computational plasticity in powder forming process
[30]  
KHOEI AR, 2007, FINITE ELEM IN PRESS