Weak Galerkin method for the Biot's consolidation model

被引:31
作者
Hu, Xiaozhe [1 ]
Mu, Lin [2 ]
Ye, Xiu [3 ]
机构
[1] Tufts Univ, Dept Math, Medford, MA 02155 USA
[2] Oak Ridge Natl Lab, Comp Sci & Math Div, Oak Ridge, TN 37831 USA
[3] Univ Arkansas, Dept Math & Stat, Little Rock, AR 72204 USA
基金
美国国家科学基金会;
关键词
Biot's consolidation model; Finite element method; Weak Galerkin finite elements method; FINITE-ELEMENT-METHOD; POROELASTICITY; CONVERGENCE; FLOW; DISCRETIZATIONS; APPROXIMATIONS; ELASTICITY; STABILITY; SOIL;
D O I
10.1016/j.camwa.2017.07.013
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
We develop a weak Galerkin (WG) finite element method for the Biot's consolidation model in the classical displacement-pressure two-field formulation. Weak Galerkin linear finite elements are used for both displacement and pressure approximations in spatial discretizations. Backward Euler scheme is used for temporal discretization in order to obtain an implicit fully discretized scheme. We study the well-posedness of the linear system at each time step and also derive the overall optimal-order convergence of the WG formulation. Such WG scheme is designed on general shape regular polytopal meshes and provides stable and oscillation-free approximation for the pressure without special treatment. Numerical experiments are presented to demonstrate the efficiency and accuracy of the proposed weak Galerkin finite element method. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:2017 / 2030
页数:14
相关论文
共 54 条
[1]   Mandel's problem revisited [J].
Abousleiman, Y ;
Cheng, AHD ;
Cui, L ;
Detournay, E ;
Roegiers, JC .
GEOTECHNIQUE, 1996, 46 (02) :187-195
[2]   Numerical stabilization of Biot's consolidation model by a perturbation on the flow equation [J].
Aguilar, G. ;
Gaspar, F. ;
Lisbona, F. ;
Rodrigo, C. .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2008, 75 (11) :1282-1300
[3]  
[Anonymous], 1984, GALERKIN FINITE ELEM
[4]  
Arnold D. N., 1984, Calcolo, V21, P337, DOI 10.1007/BF02576171
[5]   Exact solutions for two dimensional time-dependent flow and deformation within a poroelastic medium [J].
Barry, SI ;
Mercer, GN .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1999, 66 (02) :536-540
[6]   STABILIZED LOWEST-ORDER FINITE ELEMENT APPROXIMATION FOR LINEAR THREE-FIELD POROELASTICITY [J].
Berger, Lorenz ;
Bordas, Rafel ;
Kay, David ;
Tavener, Simon .
SIAM JOURNAL ON SCIENTIFIC COMPUTING, 2015, 37 (05) :A2222-A2245
[7]   THEORY OF ELASTICITY AND CONSOLIDATION FOR A POROUS ANISOTROPIC SOLID [J].
BIOT, MA .
JOURNAL OF APPLIED PHYSICS, 1955, 26 (02) :182-185
[8]   General theory of three-dimensional consolidation [J].
Biot, MA .
JOURNAL OF APPLIED PHYSICS, 1941, 12 (02) :155-164
[9]  
BREZZI F, 1974, REV FR AUTOMAT INFOR, V8, P129
[10]  
Coussy O., 2004, Poromechanics