A symmetric mixed finite element method for nearly incompressible elasticity based on biorthogonal systems

被引:15
作者
Lamichhane, Bishnu P. [1 ]
Stephan, Ernst P. [2 ]
机构
[1] Univ Newcastle, Sch Math & Phys Sci, Callaghan, NSW 2308, Australia
[2] Leibniz Univ Hannover, Inst Appl Math, D-30167 Hannover, Germany
关键词
mixed finite elements; symmetric system; Petrov-Galerkin discretization; biorthogonal system; SADDLE-POINT PROBLEMS; LAGRANGE MULTIPLIER; INCOMPATIBLE MODES; STRAIN METHODS; APPROXIMATION; CONVERGENCE; FORMULATION; UNIQUENESS; STABILITY; EXISTENCE;
D O I
10.1002/num.20683
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
We present a symmetric version of the nonsymmetric mixed finite element method presented in (Lamichhane, ANZIAM J 50 (2008), C324C338) for nearly incompressible elasticity. The displacementpressure formulation of linear elasticity is discretized using a PetrovGalerkin discretization for the pressure equation in (Lamichhane, ANZIAM J 50 (2008), C324C338) leading to a non-symmetric saddle point problem. A new three-field formulation is introduced to obtain a symmetric saddle point problem which allows us to use a biorthogonal system. Working with a biorthogonal system, we can statically condense out all auxiliary variables from the saddle point problem arriving at a symmetric and positive-definite system based only on the displacement. We also derive a residual based error estimator for the mixed formulation of the problem. (c) 2011 Wiley Periodicals, Inc. Numer Methods Partial Differential Eq, 2012
引用
收藏
页码:1336 / 1353
页数:18
相关论文
共 37 条
[1]  
[Anonymous], 1984, CALCOLO, DOI 10.1007/bf02576171
[2]   On the locking and stability of finite elements in finite deformation plane strain problems [J].
Armero, F .
COMPUTERS & STRUCTURES, 2000, 75 (03) :261-290
[3]  
BabuUka I., 2001, FINITE ELEMENT METHO
[4]   GENERALIZED INF-SUP CONDITIONS FOR TSCHEBYSCHEFF SPECTRAL APPROXIMATION OF THE STOKES PROBLEM [J].
BERNARDI, C ;
CANUTO, C ;
MADAY, Y .
SIAM JOURNAL ON NUMERICAL ANALYSIS, 1988, 25 (06) :1237-1271
[5]   Uniform convergence and a posteriori error estimators for the enhanced strain finite element method [J].
Braess, D ;
Carstensen, C ;
Reddy, BD .
NUMERISCHE MATHEMATIK, 2004, 96 (03) :461-479
[6]  
Braess D., 2001, Finite Elements, in Theory, Fast Solvers, and Applications in Solid Mechanics, VSecond
[7]  
Braess D., 1996, ESAIM-MATH MODEL NUM, V30, P731
[8]  
Brenner S. C., 2007, MATH THEORY FINITE E
[9]  
BRENNER SC, 1992, MATH COMPUT, V59, P321, DOI 10.1090/S0025-5718-1992-1140646-2
[10]  
BREZZI F, 1974, REV FR AUTOMAT INFOR, V8, P129