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A stabilized Lagrange multiplier method for the enriched finite-element approximation of contact problems of cracked elastic bodies
Amdouni S., Hild P., Lleras V., Moakher M., Renard Y.
http://hal.archives-ouvertes.fr/hal-00606313
Preprint, Working Paper, ...
Mathematics/Numerical Analysis
A stabilized Lagrange multiplier method for the enriched finite-element approximation of contact problems of cracked elastic bodies
Saber Amdouni 1, Patrick Hild () 2, Vanessa Lleras 3, Maher Moakher 4, Yves Renard () 1, 5
1:  Laboratoire de Mécanique des Contacts et des Structures (LaMCoS)
http://lamcos.insa-lyon.fr/
CNRS : UMR5259 – Institut National des Sciences Appliquées (INSA) - Lyon
Bâtiment Jean d'Alembert 18-20, rue des Sciences F69621 VILLEURBANNE CEDEX
France
2:  Laboratoire de Mathématiques (LM-Besançon)
http://www-math.univ-fcomte.fr/
CNRS : UMR6623 – Université de Franche-Comté
UFR Sciences et techniques 16 route de Gray 25 030 Besançon cedex
France
3:  Institut de Mathématiques et de Modélisation de Montpellier (I3M)
http://www.math.univ-montp2.fr/
CNRS : UMR5149 – Université Montpellier II - Sciences et techniques
Case Courrier 051 Place Eugène Bataillon 34095 MONTPELLIER CEDEX 5
France
4:  Ecole Nationale d'Ingénieurs de Tunis (ENIT)
Ecole Nationale d'Ingénieurs de Tunis
BP 37, LE BELVEDERE 1002 TUNIS
Tunisia
5:  Institut Camille Jordan (ICJ)
CNRS : UMR5208 – Université Claude Bernard - Lyon I – Ecole Centrale de Lyon – Institut National des Sciences Appliquées (INSA) - Lyon
Bât. Jean Braconnier n° 101 43 Bd du 11 novembre 1918 69622 VILLEURBANNE CEDEX
France
The purpose of this paper is to provide a priori error estimates on the approximation of contact conditions in the framework of the eXtended Finite-Element Method (XFEM). This method allows to perform nite-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 is prescribed on the crack with a discrete multiplier which is the trace on the crack of a nite-element method on the non-cracked domain, avoiding the de nition of a speci c mesh of the crack. Additionally, we present numerical experiments which con rm the e ciency of the proposed method
English
2011-06-24

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