Influence of bimoment on the torsional and flexural-torsional elastic stability of thin-walled beams

dc.creator	Prokić, Aleksandar
dc.creator	Mandić, Rastislav
dc.creator	Vojnić-Purcar, Martina
dc.date.accessioned	2019-04-19T14:24:15Z
dc.date.available	2019-04-19T14:24:15Z
dc.date.issued	2015
dc.identifier.issn	0263-8231
dc.identifier.uri	https://grafar.grf.bg.ac.rs/handle/123456789/710
dc.description.abstract	This article studies the influence of the bimoment on the buckling of thin-walled beams with open cross section subjected to axial loading. In the case of torsional and torsional-flexural buckling of thin-walled Z-section beam, it is shown that influence of the bimoment could be of importance in the assessment of buckling loads. In order to verify the accuracy and validity of this analysis, the obtained results are compared with those calculated by ANSYS software.	en
dc.publisher	Elsevier Ltd
dc.relation	info:eu-repo/grantAgreement/MESTD/Basic Research (BR or ON)/174027/RS//
dc.rights	restrictedAccess
dc.source	Thin-Walled Structures
dc.subject	Buckling	en
dc.subject	Bimoment	en
dc.subject	Thin-walled beams	en
dc.subject	Axial loading	en
dc.subject	Z cross section	en
dc.title	Influence of bimoment on the torsional and flexural-torsional elastic stability of thin-walled beams	en
dc.type	article
dc.rights.license	ARR
dc.citation.epage	30
dc.citation.other	89: 25-30
dc.citation.rank	M21
dc.citation.spage	25
dc.citation.volume	89
dc.identifier.doi	10.1016/j.tws.2014.12.005
dc.identifier.scopus	2-s2.0-84920182216
dc.identifier.wos	000350535400003
dc.type.version	publishedVersion