期刊
SIAM JOURNAL ON SCIENTIFIC COMPUTING
卷 39, 期 1, 页码 A1-A24出版社
SIAM PUBLICATIONS
DOI: 10.1137/15M1029473
关键词
finite element method; preconditioning; poroelasticity
资金
- European Research Council under the European Union [339643]
- Research Council of Norway [209951]
- Center of Excellence grant
- European Research Council (ERC) [339643] Funding Source: European Research Council (ERC)
Biot's consolidation model in poroelasticity has a number of applications in science, medicine, and engineering. The model depends on various parameters, and in practical applications these parameters range over several orders of magnitude. A current challenge is to design discretization techniques and solution algorithms that are well-behaved with respect to these variations. The purpose of this paper is to study finite element discretizations of this model and construct block diagonal preconditioners for the discrete Biot systems. The approach taken here is to consider the stability of the problem in nonstandard or weighted Hilbert spaces and employ the operator preconditioning approach. We derive preconditioners that are robust with respect to both the variations of the parameters and the mesh refinement. The parameters of interest are small time-step sizes, large bulk and shear moduli, and small hydraulic conductivity.
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