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A rotation-free corotational plane beam element for non-linear analyses
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Structural Engineering and Bridges.ORCID iD: 0000-0003-2104-382X
2008 (English)In: International Journal for Numerical Methods in Engineering, ISSN 0029-5981, E-ISSN 1097-0207, Vol. 75, no 6, 672-689 p.Article in journal (Refereed) Published
Abstract [en]

This paper presents a plane beam element without rotational degrees of freedom that can be used for the analysis of non-linear problems. The element is based on two main ideas. First, a corotational approach is adopted, which means that the kinematics of the element is decomposed into a rigid body motion part and a deformational part. Next, in the deformational part. the local nodal rotations are extrapolated as a function of the local displacements of the two nodes of the element and the first nodes to the left and right of the element. Six numerical applications are presented in order to assess the performance of the formulation.

Place, publisher, year, edition, pages
2008. Vol. 75, no 6, 672-689 p.
Keyword [en]
corotational formulation, rotation-free beam elements, non-linear, analyses, shell elements, instability
National Category
Civil Engineering
Identifiers
URN: urn:nbn:se:kth:diva-17789DOI: 10.1002/nme.2267ISI: 000258803900003Scopus ID: 2-s2.0-49749152003OAI: oai:DiVA.org:kth-17789DiVA: diva2:335834
Note

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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