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Non-linear finite element analysis of composite beams with interlayer slips
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Structural Engineering and Bridges.ORCID iD: 0000-0003-2104-382X
2009 (English)In: Computers & structures, ISSN 0045-7949, E-ISSN 1879-2243, Vol. 87, no 13-14, 904-912 p.Article in journal (Refereed) Published
Abstract [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.

Place, publisher, year, edition, pages
2009. Vol. 87, no 13-14, 904-912 p.
Keyword [en]
Corotational method, Finite elements, Composite beams, Interlayer slips
National Category
Engineering and Technology
URN: urn:nbn:se:kth:diva-18540DOI: 10.1016/j.compstruc.2009.04.002ISI: 000267249200008ScopusID: 2-s2.0-65649101301OAI: diva2:336587

QC 20100525

Available from: 2010-08-05 Created: 2010-08-05 Last updated: 2016-05-25Bibliographically approved

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Battini, Jean-Marc
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