Stable Generalized Finite Element Method (SGFEM)

被引:258
作者
Babuska, I. [2 ]
Banerjee, U. [1 ]
机构
[1] Syracuse Univ, Dept Math, Syracuse, NY 13244 USA
[2] Univ Texas Austin, ICES, Austin, TX 78712 USA
关键词
Generalized Finite Element Method (GFEM); Partition of Unity (PU); Extended Finite Element Method (XFEM); Approximation; Condition number; Validation and verification; CRACK-GROWTH; VALIDATION; SIMULATION; PARTITION; SOLVER;
D O I
10.1016/j.cma.2011.09.012
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The Generalized Finite Element Method (GFEM) is a Partition of Unity Method (PUM), where the trial space of standard Finite Element Method (FEM) is augmented with non-polynomial shape functions with compact support. These shape functions, which are also known as the enrichments, mimic the local behavior of the unknown solution of the underlying variational problem. GEM has been successfully used to solve a variety of problems with complicated features and microstructure. However, the stiffness matrix of GFEM is badly conditioned (much worse compared to the standard FEM) and there could be a severe loss of accuracy in the computed solution of the associated linear system. In this paper, we address this issue and propose a modification of the GFEM, referred to as the Stable GFEM (SGFEM). We show that SGFEM retains the excellent convergence properties of GFEM, does not require a ramp-function in the presence of blending elements, and the conditioning of the associated stiffness matrix is not worse than that of the standard FEM. Moreover, SGFEM is very robust with respect to the parameters of the enrichments. We show these features of SGFEM on several examples. (C) 2011 Elsevier B.V. All rights reserved.
引用
收藏
页码:91 / 111
页数:21
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