A STAGGERED CELL-CENTERED FINITE ELEMENT METHOD FOR COMPRESSIBLE AND NEARLY-INCOMPRESSIBLE LINEAR ELASTICITY ON GENERAL MESHES

被引:6
|
作者
Thanh Hai Ong [1 ]
Thi Thao Phuong Hoang [2 ]
Bordas, Stephane P. A. [3 ]
Nguyen-Xuan, H. [4 ,5 ]
机构
[1] Univ Sci, VNU HCMC, Fac Math & Comp Sci, Ho Chi Minh City 700000, Vietnam
[2] Ho Chi Minh City Univ Pedag, Dept Math, Ho Chi Minh City 700000, Vietnam
[3] Univ Luxembourg, Fac Sci Technol & Commun, L-1359 Luxembourg, Luxembourg
[4] China Med Univ, Dept Phys Therapy, Grad Inst Rehabil Sci, Taipei 40402, Taiwan
[5] Ho Chi Minh Univ Technol HUTECH, Ctr Interdisciplinary Res Technol CIRTech, Ho Chi Minh, Vietnam
关键词
linear elasticity; finite elements; cell-centered schemes; macroelement condition; stability condition; STOKES PROBLEM; HU-WASHIZU; LOCKING; FORMULATIONS; CONVERGENCE; QUADRATURE; STABILITY; FEM;
D O I
10.1137/140990103
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
We propose a new numerical method, namely, the staggered cell-centered finite element method for compressible and nearly incompressible linear elasticity problems. By building a dual mesh and its triangular submesh, the scheme can be constructed from a general mesh in which the displacement is approximated by piecewise linear (P1) functions on the dual submesh and, in the case of nearly incompressible problems, the pressure is approximated by piecewise constant (P0) functions on the dual mesh. The scheme is cell centered in the sense that the solution can be computed by cell unknowns of the primal mesh (for the displacement) and of the dual mesh (for the pressure). The method is presented within a rigorous theoretical framework to show stability and convergence. In particular, for the nearly incompressible case, stability is proved by using the macroelement technique. Numerical results show that the method, compared with other methods, is effective in terms of accuracy and computational cost.
引用
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页码:2051 / 2073
页数:23
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