2008
DOI: 10.1002/nag.729
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The role of preconditioning in the solution to FE coupled consolidation equations by Krylov subspace methods

Abstract: The repeated solution in time of the linear system arising from the finite element integration of coupled consolidation equations is a major computational effort. This system can be written in either a symmetric or an unsymmetric form, thus calling for the implementation of different preconditioners and Krylov subspace solvers. The present paper aims at investigating when either a symmetric or an unsymmetric approach should be better used. The results from a number of representative numerical experiments indic… Show more

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Cited by 21 publications
(21 citation statements)
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“…The linear system 1 is solved by a preconditioned SQMR algorithm, which has proved one of the most efficient Krylov subspace methods for coupled consolidation problems [37,56], using a unit vector b as the right-hand side and the following exit test on the real relative residual:…”
Section: Numerical Resultsmentioning
confidence: 99%
See 1 more Smart Citation
“…The linear system 1 is solved by a preconditioned SQMR algorithm, which has proved one of the most efficient Krylov subspace methods for coupled consolidation problems [37,56], using a unit vector b as the right-hand side and the following exit test on the real relative residual:…”
Section: Numerical Resultsmentioning
confidence: 99%
“…Typically, K and C are SPD, with C incorporating the time integration step t. The ill-conditioning of the discretized equations arises from the unbalancing between the magnitude of the C and K entries and depends on the t size [36]. For more details, such as the explicit expression of K, B, and C, along with their conditioning and structure, see for instance [37].…”
Section: The Paricp Algorithm For Fe-coupled Consolidationmentioning
confidence: 99%
“…As far as the approximation of S −1 is concerned, a quite natural option is performing an incomplete triangular factorization of S. This gives rise to the so-called inexact constraint preconditioner (ICP) recently discussed in [21]. In the FE discretization of the coupled consolidation equations with a suitable nodal numbering, a block symmetric indefinite linear system arises where A 11 is the structural stiffness matrix and A 22 is the flow time-dependent matrix, with A 11 positive definite and A 22 negative definite (see for a discussion Reference [8]). Replacing in (2) and ( 11 is approximated by AINV, even though the overall ICP performance in realistic problems is not very dissimilar from that obtained with stabilized ILU-type preconditioners [21].…”
Section: Block Constraint Preconditioners Consider a Symmetric (2×2)-mentioning
confidence: 99%
“…Equation (8) shows that MCP can be efficiently applied to a vector via a sequence of backward and forward substitutions. The quality of M −1 as a preconditioner for A can be evaluated through the eigenspectrum of the preconditioned matrix M −1 A, i.e.…”
Section: −1mentioning
confidence: 99%
“…Although the final coefficient matrix may take on different forms, i.e. symmetric indefinite, unsymmetric indefinite or unsymmetric positive definite [22], the first structure is to be generally preferred and is actually more often used. The corresponding block or two-level matrix A reads as…”
Section: Introductionmentioning
confidence: 99%