ESAIM Mathematical Modelling and Numerical Analysis · 2010 · 23 citations · 44 references
ComputingComputational EngineeringMechanical EngineeringComputational MechanicsFinite Element AnalysisFinite Element MethodsConvergence AnalysisElastic DeformationElasticity TheoryFinite Element DiscretizationFinite Element FormulationSolid Mechanics ApplicationsContinuum ElasticityDomain DecompositionElasticityElasticity ProblemsInhomogeneous ElasticitySolid Mechanics FormulationSpatial InhomogeneityStrain Tensor
We consider linear elliptic systems which arise in coupled elastic continuum mechanical models. In these systems, the strain tensor εP := sym (P-1∇u) is redefined to include a matrix valued inhomogeneity P(x) which cannot be described by a space dependent fourth order elasticity tensor. Such systems arise naturally in geometrically exact plasticity or in problems with eigenstresses. The tensor field P induces a structural change of the elasticity equations. For such a model the FETI-DP method is formulated and a convergence estimate is provided for the special case that P-T = ∇ψ is a gradient. It is shown that the condition number depends only quadratic-logarithmically on the number of unknowns of each subdomain. The dependence of the constants of the bound on P is highlighted. Numerical examples confirm our theoretical findings. Promising results are also obtained for settings which are not covered by our theoretical estimates.
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Satish Balay, Shrirang Abhyankar, Mark F. Adams et al. · 2019 · 2K citations
FETI‐DP: a dual–primal unified FETI method—part I: A faster alternative to the two‐level FETI method
Charbel Farhat, Michel Lesoinne, P. Letallec et al. · International Journal for Numerical Methods in Engineering · 2001 · 590 citations
Engineering, Computational Engineering, Mechanical Engineering +17