Lateral Torsional Buckling of Selected Cross-Section Types

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dc.contributor.authorBajer, Miroslavcs
dc.contributor.authorBarnat, Jancs
dc.contributor.authorPiják, Jiřícs
dc.coverage.issue1cs
dc.coverage.volume190cs
dc.date.accessioned2020-08-14T14:58:47Z
dc.date.available2020-08-14T14:58:47Z
dc.date.issued2017-06-29cs
dc.description.abstracturrently used methods of solution of Lateral Torsion buckling which are implemented in design codes are based on solution of critical moment. This method can be correctly used only for minimally single symmetric cross sections. Also FEM based numerical models cannot be generally used because of problematic specification of all imperfections. Usually it is very difficult to define all boundary conditions and also effect of loading during the iteration process. The goal of presented research is an experimental and theoretical analysis of selected types of cross-sections of elements subjected to bending with focus on lateral torsional buckling problems. Those experiments are focused on differences between real behaviour of single symmetric cross section and slightly non symmetric cross section.en
dc.formattextcs
dc.format.extent106-110cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationProcedia Engineering. 2017, vol. 190, issue 1, p. 106-110.en
dc.identifier.doi10.1016/j.proeng.2017.05.314cs
dc.identifier.issn1877-7058cs
dc.identifier.other130024cs
dc.identifier.urihttp://hdl.handle.net/11012/194787
dc.language.isoencs
dc.publisherElseviercs
dc.relation.ispartofProcedia Engineeringcs
dc.relation.urihttps://www.sciencedirect.com/science/article/pii/S1877705817324542cs
dc.rightsCreative Commons Attribution-NonCommercial-NoDerivatives 4.0 Internationalcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/1877-7058/cs
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/cs
dc.subjectExperimenten
dc.subjectBendigen
dc.subjectLateral Torsional Bucklingen
dc.subjectStabilityen
dc.titleLateral Torsional Buckling of Selected Cross-Section Typesen
dc.type.driverconferenceObjecten
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-130024en
sync.item.dbtypeVAVen
sync.item.insts2020.08.14 16:58:47en
sync.item.modts2020.08.14 16:15:26en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav kovových a dřevěných konstrukcícs
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Kovové a dřevěné konstrukce AdMaScs
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