Linear Buckling Analysis of Thin-Walled Members Combining the Generalised Beam Theory and the Finite Element Method

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To access the full text documents, please follow this link: http://hdl.handle.net/2117/12866

dc.contributor	Universitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria
dc.contributor	Universitat Politècnica de Catalunya. REMM - Recerca en Estructures i Mecànica de Materials
dc.contributor.author	Casafont Ribera, Miguel
dc.contributor.author	Marimón Carvajal, Federico
dc.contributor.author	Pastor Artigues, María Magdalena
dc.contributor.author	Ferrer Ballester, Miquel
dc.date	2011
dc.identifier.citation	Casafont, M. [et al.]. Linear Buckling Analysis of Thin-Walled Members Combining the Generalised Beam Theory and the Finite Element Method. "Computers and structures", 2011.
dc.identifier.citation	0045-7949
dc.identifier.citation	10.1016/j.compstruc.2011.05.016
dc.identifier.uri	http://hdl.handle.net/2117/12866
dc.language.iso	eng
dc.relation	http://www.sciencedirect.com/science?_ob=PublicationURL&_tockey=%23TOC%235696%239999%23999999999%2399999%23FLA%23&_cdi=5696&_pubType=J&_auth=y&_acct=C000053450&_version=1&_urlVersion=0&_userid=1517299&md5=c0e05b67dd4fc9767aeea0aa676a7e83
dc.rights	Attribution-NonCommercial-NoDerivs 3.0 Spain
dc.rights	info:eu-repo/semantics/openAccess
dc.rights	http://creativecommons.org/licenses/by-nc-nd/3.0/es/
dc.subject	Àrees temàtiques de la UPC::Enginyeria dels materials
dc.subject	Materials science
dc.subject	Resistència de materials
dc.subject	Elements finits, Mètode dels
dc.title	Linear Buckling Analysis of Thin-Walled Members Combining the Generalised Beam Theory and the Finite Element Method
dc.type	info:eu-repo/semantics/publishedVersion
dc.type	info:eu-repo/semantics/article
dc.description.abstract	A finite element procedure to carry out linear buckling analysis of thin-walled members is developed on the basis of the existing Generalised Beam Theory (GBT) and constrained Finite Strip Method (cFSM). It allows designers to uncouple the buckling modes of a finite element model and, consequently, to calculate pure elastic buckling loads. The procedure can easily be applied to members with general boundary conditions subjected to compression or bending. The results obtained are rather accurate when compared to the values calculated via GBT and cFSM. As a consequence, it is demonstrated that linear buckling analyses can be performed with the Finite Element Method in a similar way as can be done with the existing GBT and cFSM procedures.
dc.description.abstract	Peer Reviewed

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