Non-linear finite element analysis of composite beams with interlayer slips
Identifieur interne : 008191 ( Main/Curation ); précédent : 008190; suivant : 008192Non-linear finite element analysis of composite beams with interlayer slips
Auteurs : Jean-Marc Battini [Suède] ; Quang-Huy Nguyen [France, Australie] ; Mohammed Hjiaj [France]Source :
- Computers & structures [ 0045-7949 ] ; 2009.
Descripteurs français
- Pascal (Inist)
- Wicri :
- topic : Matériau composite.
English descriptors
- KwdEn :
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:09-0377624Le document en format XML
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<term>Composite material</term>
<term>Curvature</term>
<term>Finite element method</term>
<term>Modeling</term>
<term>Non linear effect</term>
<term>Non linear transformation</term>
<term>Sliding contact</term>
<term>Stiffness matrix</term>
</keywords>
<keywords scheme="Pascal" xml:lang="fr"><term>Contact glissant</term>
<term>Matériau composite</term>
<term>Bilame</term>
<term>Courbure</term>
<term>Effet non linéaire</term>
<term>Modélisation</term>
<term>Méthode élément fini</term>
<term>Transformation non linéaire</term>
<term>Matrice rigidité</term>
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<front><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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