Enriched Galerkin finite elements for coupled poromechanics with local mass conservation

被引:52
作者
Choo, Jinhyun [1 ]
Lee, Sanghyun [2 ]
机构
[1] Univ Hong Kong, Dept Civil Engn, Pokfulam, Hong Kong, Peoples R China
[2] Florida State Univ, Dept Math, Tallahassee, FL 32306 USA
关键词
Enriched Galerkin method; Finite element method; Coupled poromechanics; Local mass conservation; SATURATED POROUS-MEDIA; CAM-CLAY PLASTICITY; SCALABLE ALGORITHMS; COMPUTATIONAL MODEL; REACTIVE TRANSPORT; GEOLOGICAL STORAGE; NUMERICAL-SOLUTION; PENALTY PARAMETER; HYDRO-MECHANICS; LAND SUBSIDENCE;
D O I
10.1016/j.cma.2018.06.022
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Robust and efficient discretization methods for coupled poromechanical problems are critical to address a wide range of problems related to civil infrastructure, energy resources, and environmental sustainability. In this work, we propose a new finite element formulation for coupled poromechanical problems that ensures local (element-wise) mass conservation. The proposed formulation draws on the so-called enriched Galerkin method, which augments piecewise constant functions to the classical continuous Galerkin finite element method. These additional degrees of freedom allow us to obtain a locally conservative and nonconforming solution for the pore pressure field. The enriched and continuous Galerkin formulations are compared in several numerical examples ranging from a benchmark consolidation problem to a complex problem that involves plastic deformation due to unsaturated flow in a heterogeneous porous medium. The results of these examples show not only that the proposed method provides local mass conservation, but also that local mass conservation can be crucial to accurate simulation of deformation processes in fluid-infiltrated porous materials. (C) 2018 Elsevier B.V. All rights reserved.
引用
收藏
页码:311 / 332
页数:22
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