A FIC-based stabilized mixed finite element method with equal order interpolation for solid-pore fluid interaction problems

被引:16
|
作者
de-Pouplana, Ignasi [1 ]
Onate, Eugenio [1 ,2 ]
机构
[1] CIMNE, Gran Capitan S-N, Barcelona 08034, Spain
[2] UPC, Dept Engn Civil Ambiental ECA, Campus Nord,Edif C1,C Jordi Girona 1-3, Barcelona 08034, Spain
基金
欧洲研究理事会;
关键词
coupled solid-pore fluid formulation; saturated soils; incompressible undrained limit; finite calculus; finite element method; DYNAMIC-BEHAVIOR; QUANTITATIVE SOLUTIONS; RATIONAL APPROACH; POROUS-MEDIA; FORMULATION; FLOW; POROMECHANICS; ALGORITHM; TRIANGLES; TRANSPORT;
D O I
10.1002/nag.2550
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A new mixed displacement-pressure element for solving solid-pore fluid interaction problems is presented. In the resulting coupled system of equations, the balance of momentum equation remains unaltered, while the mass balance equation for the pore fluid is stabilized with the inclusion of higher-order terms multiplied by arbitrary dimensions in space, following the finite calculus (FIC) procedure. The stabilized FIC-FEM formulation can be applied to any kind of interpolation for the displacements and the pressure, but in this work, we have used linear elements of equal order interpolation for both set of unknowns. Examples in 2D and 3D are presented to illustrate the accuracy of the stabilized formulation for solid-pore fluid interaction problems. Copyright (c) 2016 John Wiley & Sons, Ltd.
引用
收藏
页码:110 / 134
页数:25
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