Meshfree and finite element nodal integration methods

被引:211
作者
Puso, M. A. [1 ]
Chen, J. S. [2 ]
Zywicz, E. [1 ]
Elmer, W. [2 ]
机构
[1] Lawrence Livermore Natl Lab, Methods Dev Grp, Livermore, CA 94551 USA
[2] Univ Calif Los Angeles, Dept Civil Engn, Los Angeles, CA 90095 USA
关键词
nodal integration; particle methods; meshfree; explicit time integration;
D O I
10.1002/nme.2181
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Nodal integration can be applied to the Galerkin weak form to yield a particle-type method where stress and material history are located exclusively at the nodes and can be employed when using meshless or finite element shape functions. This particle feature of nodal integration is desirable for large deformation settings because it avoids the remapping or advection of the state variables required in other methods. To a lesser degree, nodal integration can be desirable because it relies on fewer stress point evaluations than most other methods. In this work, aspects regarding stability, consistency, efficiency and explicit time integration are explored within the context of nodal integration. Both small and large deformation numerical examples are provided. Copyright (C) 2007 John Wiley & Sons, Ltd.
引用
收藏
页码:416 / 446
页数:31
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