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Displaying similar documents to “A stabilized Lagrange multiplier method for the enriched finite-element approximation of contact problems of cracked elastic bodies”

A stabilized Lagrange multiplier method for the enriched finite-element approximation of contact problems of cracked elastic bodies

Saber Amdouni, Patrick Hild, Vanessa Lleras, Maher Moakher, Yves Renard (2012)

ESAIM: Mathematical Modelling and Numerical Analysis

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The purpose of this paper is to provide error estimates on the approximation of contact conditions in the framework of the eXtended Finite-Element Method (XFEM) for two dimensional elastic bodies. This method allows to perform finite-element computations on cracked domains by using meshes of the non-cracked domain. We consider a stabilized Lagrange multiplier method whose particularity is that no discrete inf-sup condition is needed in the convergence analysis. The contact condition...

A stabilized Lagrange multiplier method for the enriched finite-element approximation of contact problems of cracked elastic bodies

Saber Amdouni, Patrick Hild, Vanessa Lleras, Maher Moakher, Yves Renard (2012)

ESAIM: Mathematical Modelling and Numerical Analysis

Similarity:

The purpose of this paper is to provide error estimates on the approximation of contact conditions in the framework of the eXtended Finite-Element Method (XFEM) for two dimensional elastic bodies. This method allows to perform finite-element computations on cracked domains by using meshes of the non-cracked domain. We consider a stabilized Lagrange multiplier method whose particularity is that no discrete inf-sup condition is needed in the convergence analysis. The contact condition...

Numerical Analysis of a Relaxed Variational Model of Hysteresis in Two-Phase Solids

Carsten Carstensen, Petr Plecháč (2010)

ESAIM: Mathematical Modelling and Numerical Analysis

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This paper presents the numerical analysis for a variational formulation of rate-independent phase transformations in elastic solids due to Mielke The new model itself suggests an implicit time-discretization which is combined with the finite element method in space. error estimates are established for the quasioptimal spatial approximation of the stress field within one time-step. error estimates motivate an adaptive mesh-refining algorithm for efficient discretization....