2009
DOI: 10.1007/s11831-009-9035-4
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Parallel Iterative Substructuring in Structural Mechanics

Abstract: Finite Element Tearing and Interconnecting (FETI) methods are a family of nonoverlapping domain decomposition methods which have been proven to be robust and parallel scalable for a variety of elliptic partial differential equations. Here, an introduction to the classical onelevel FETI methods is given, as well as to the more recent dual-primal FETI methods and some of their variants. With the advent of modern parallel computers with thousands of processors, certain inexact components are needed in these metho… Show more

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Cited by 23 publications
(23 citation statements)
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References 84 publications
(197 reference statements)
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“…3.1(a) is the one typically followed by most of the existing code implementations of (ML)BDDC and related DD algorithms [8,26,29]. It comes naturally into mind as it reflects the multilevel structure of the preconditioner.…”
Section: Multilevel Balancing Domain Decompositionmentioning
confidence: 99%
“…3.1(a) is the one typically followed by most of the existing code implementations of (ML)BDDC and related DD algorithms [8,26,29]. It comes naturally into mind as it reflects the multilevel structure of the preconditioner.…”
Section: Multilevel Balancing Domain Decompositionmentioning
confidence: 99%
“…Among the extensions are inexact FETI-DP methods which were introduced in [28]. Their parallel scalability has been demonstrated in [17,33] for up to 65 000 processors. Recently, new scalable nonlinear versions of the FETI-DP have been introduced in [34].…”
Section: The Feti-dp Methodsmentioning
confidence: 99%
“…For an introduction to domain decomposition methods, see, e.g., [35,36]. The parallel FETI-DP implementation used in this paper is based on [19,33] and uses PETSc [13,14] and UMFPACK [37]. There is proven robustness of FETI-DP for standard finite element discretizations of second order self adjoint elliptic partial differential equations, including (almost incompressible) linear elasticity, when the discontinuities occur only inside of each subdomain; see Gippert, Klawonn, and Rheinbach [38].…”
Section: The Feti-dp Methodsmentioning
confidence: 99%
“…The initial guess may also be the solution of a modified nonlinear elasticity problem such as the solution of the same nonlinear model but with modified parameters, e.g., a reduced penalty parameter κ, or modified boundary conditions, e.g., a reduced pressure on the surface. The latter is equivalent to an incremental load stepping scheme with a parameter τ ∈ (0, 1], τ → 1, so that (25) Klawonn and Rheinbach [24] used a load stepping scheme of this kind, for more information on load stepping and global Newton methods, see [48,47]. The standard finite element method (FEM) now yields a linear system of equations which is equivalent to the discretized variational formulation (23).…”
Section: Linearization and Discretizationmentioning
confidence: 99%