2012
DOI: 10.1002/nme.4418
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The nsBETI method: an extension of the FETI method to non‐symmetrical BEM‐FEM coupled problems

Abstract: SUMMARYThe finite element tearing and interconnecting (FETI) method is recognized as an effective domain decomposition tool to achieve scalability in the solution of partitioned second-order elasticity problems. In the boundary element tearing and interconnecting (BETI) method, a direct extension of the FETI algorithm to the BEM, the symmetric Galerkin BEM formulation, is used to obtain symmetric system matrices, making possible to apply the same FETI conjugate gradient solver. In this work, we propose a new B… Show more

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Cited by 7 publications
(5 citation statements)
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“…To the best of the authors' knowledge, in spite of the BETI algorithm has been successfully extended to contact problems using SGBEM formulation [50,51], its application using a non-symmetrical boundary element formulation has not been completed. The extension of BETI technique to non-symmetrical boundary element formulations has only been only considered in domain decomposition elastic problems by González et al [52], but its extension to frictional contact problems is not straightforward. So the implementation of BETI schemes for non-symmetrical boundary element PE contact problems could be considered in future works.…”
Section: ψ (Z) ≤ ε Being ψ (Z) = H T (Z)h(z)/2)mentioning
confidence: 99%
“…To the best of the authors' knowledge, in spite of the BETI algorithm has been successfully extended to contact problems using SGBEM formulation [50,51], its application using a non-symmetrical boundary element formulation has not been completed. The extension of BETI technique to non-symmetrical boundary element formulations has only been only considered in domain decomposition elastic problems by González et al [52], but its extension to frictional contact problems is not straightforward. So the implementation of BETI schemes for non-symmetrical boundary element PE contact problems could be considered in future works.…”
Section: ψ (Z) ≤ ε Being ψ (Z) = H T (Z)h(z)/2)mentioning
confidence: 99%
“…After discretization, Equation transforms into δWcMathClass-rel=δ{}λT[]bold-italicBT()bold-italicRtbold-italicATbold-italicX0MathClass-bin+bold-italicrMathClass-bin+scriptPTbold-italicdMathClass-bin−bold-italicATbold-italicLfbold-italicXf where B is a Boolean matrix used to extract the boundary‐node DOFs from the displacement vector and matrix L f is another Boolean matrix mapping from frame DOFs to substructure DOFs .…”
Section: Variational Formulationmentioning
confidence: 99%
“…If that is the case, after discretization, functional (40) can be approximated by the discrete equation:…”
Section: Virtual Work Of External Forcesmentioning
confidence: 99%
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“…where vectors t and u contain the solid boundary tractions and displacements respectively, H and G are the BEM system matrices obtained when assembling elemental contributions and vector b is a known function of the boundary conditions, see [35] for more details.…”
Section: Wear and Contact Mechanicsmentioning
confidence: 99%