Assessment of remeshing and remapping strategies for large deformation elastoplastic Finite Element analysis

被引:23
|
作者
Vavourakis, Vasileios [1 ]
Loukidis, Dimitrios [1 ]
Charmpis, Dimos C. [1 ]
Papanastasiou, Panos [1 ]
机构
[1] Univ Cyprus, Dept Civil & Environm Engn, CY-1678 Nicosia, Cyprus
关键词
FEM; ALE; Spring Analogy Method; Radial Basis Functions; Inverse Distance Algorithm; Penetration; RADIAL BASIS FUNCTIONS; CONSTITUTIVE RELATIONS; MESHLESS METHOD; ALGORITHMS; FORMULATION; INTEGRATION; EFFICIENT; SOLIDS; SOIL; INTERPOLATION;
D O I
10.1016/j.compstruc.2012.09.010
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This work investigates the performance of various remeshing and remapping algorithms for the finite element simulation of plane-strain large deformation elastoplastic problems using a decoupled arbitrary Lagrangian-Eulerian approach. The remeshing algorithms, which are herein adjusted to the needs of elastoplastic deformation analyses, are the Elastic Rebound approach, the Spring Analogy Method and the Radial Basis Functions. The remapping algorithms are the Inverse Distance Algorithm and two data interpolation schemes, namely the Radial Basis Point Interpolation Functions and the Radial Basis Functions. The efficiency and robustness of the algorithms are assessed by simulating the penetration of a rigid flat punch. (C) 2012 Elsevier Ltd. All rights reserved.
引用
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页码:133 / 146
页数:14
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