Stability and monotonicity for some discretizations of the Biot's consolidation model

被引:86
|
作者
Rodrigo, C. [1 ]
Gaspar, F. J. [1 ]
Hu, X. [2 ]
Zikatanov, L. T. [3 ,4 ]
机构
[1] Univ Zaragoza, Dept Matemat Aplicada, Zaragoza, Spain
[2] Tufts Univ, Dept Math, Medford, MA 02155 USA
[3] Penn State Univ, Dept Math, University Pk, PA 16802 USA
[4] Bulgarian Acad Sci, Inst Math & Informat, Sofia, Bulgaria
基金
美国国家科学基金会;
关键词
Stable finite elements; Monotone discretizations; Poroelasticity; FINITE-ELEMENT APPROXIMATIONS; POROELASTICITY; FLOW; CONVERGENCE; SOIL;
D O I
10.1016/j.cma.2015.09.019
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
We consider finite element discretizations of the Biot's consolidation model in poroelasticity with MINI and stabilized P1-P1 elements. We analyze the convergence of the fully discrete model based on spatial discretization with these types of finite elements and implicit Euler method in time. We also address the issue related to the presence of non-physical oscillations in the pressure approximation for low permeabilities and/or small time steps. We show that even in 1D a Stokes-stable finite element pair fails to provide a monotone discretization for the pressure in such regimes. We then introduce a stabilization term which removes the oscillations. We present numerical results confirming the monotone behavior of the stabilized schemes. (C) 2015 Elsevier B.V. All rights reserved.
引用
收藏
页码:183 / 204
页数:22
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