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Non-linear finite element analysis of composite beams with interlayer slips

Identifieur interne : 008191 ( Main/Curation ); précédent : 008190; suivant : 008192

Non-linear finite element analysis of composite beams with interlayer slips

Auteurs : Jean-Marc Battini [Suède] ; Quang-Huy Nguyen [France, Australie] ; Mohammed Hjiaj [France]

Source :

RBID : Pascal:09-0377624

Descripteurs français

English descriptors

Abstract

This article presents a new non-linear finite element formulation for the analysis of two-layer composite plane beams with interlayer slips. The element is based on the corotational method. The main interest of this approach is that different linear elements can be automatically transformed to non-linear ones. To avoid curvature locking that may occur for low order element(s), a local linear formulation based on the exact stiffness matrix is used. Five numerical applications are presented in order to assess the performance of the formulation.

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Pascal:09-0377624

Le document en format XML

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<term>Non linear effect</term>
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<term>Sliding contact</term>
<term>Stiffness matrix</term>
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<term>Effet non linéaire</term>
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<div type="abstract" xml:lang="en">This article presents a new non-linear finite element formulation for the analysis of two-layer composite plane beams with interlayer slips. The element is based on the corotational method. The main interest of this approach is that different linear elements can be automatically transformed to non-linear ones. To avoid curvature locking that may occur for low order element(s), a local linear formulation based on the exact stiffness matrix is used. Five numerical applications are presented in order to assess the performance of the formulation.</div>
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