Please use this identifier to cite or link to this item: https://open.uns.ac.rs/handle/123456789/6535
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dc.contributor.authorProkić, Aleksandaren
dc.contributor.authorMandić R.en
dc.contributor.authorVojnić Purčar, Martinaen
dc.contributor.authorFolić R.en
dc.date.accessioned2019-09-30T08:55:41Z-
dc.date.available2019-09-30T08:55:41Z-
dc.date.issued2015-01-01en
dc.identifier.issn13303651en
dc.identifier.urihttps://open.uns.ac.rs/handle/123456789/6535-
dc.description.abstract© 2015, Strojarski Facultet. All rights reserved. In this paper the influence of the bimoment induced by external axial loads on the elastic torsional buckling of thin-walled beams with open cross-section is studied. The governing differential equations of a deformed thin-walled beam consistent with Vlasov’s classical assumptions are derived applying the principle of virtual displacements. It is shown that in the cross sections with lack of symmetry the bimoment can considerably affect the torsional buckling load. The obtained results are verified using ANSYS finite element software.en
dc.relation.ispartofTehnicki Vjesniken
dc.titleTorsional buckling of thin-walled beams in presence of bimoment induced by axial loadsen
dc.typeJournal/Magazine Articleen
dc.identifier.doi10.17559/TV-20140613113640en
dc.identifier.scopus2-s2.0-84923217866en
dc.identifier.urlhttps://api.elsevier.com/content/abstract/scopus_id/84923217866en
dc.relation.lastpage189en
dc.relation.firstpage183en
dc.relation.issue1en
dc.relation.volume22en
item.fulltextNo Fulltext-
item.grantfulltextnone-
crisitem.author.deptFakultet tehničkih nauka, Departman za opšte discipline u tehnici-
crisitem.author.deptGrađevinski fakultet-
crisitem.author.parentorgFakultet tehničkih nauka-
crisitem.author.parentorgUniverzitet u Novom Sadu-
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