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dc.contributor.authorVild, Martincs
dc.contributor.authorPiják, Jiřícs
dc.contributor.authorBarnat, Jancs
dc.contributor.authorBajer, Miroslavcs
dc.contributor.authorMelcher, Jindřichcs
dc.contributor.authorKarmazínová, Marcelacs
dc.date.accessioned2017-08-10T11:48:04Z
dc.date.available2017-08-10T11:48:04Z
dc.date.issued2017-07-21cs
dc.identifier.citationProcedia Engineering. 2017, vol. 195, issue 1, p. 48-55.en
dc.identifier.issn1877-7058cs
dc.identifier.other137923cs
dc.identifier.urihttp://hdl.handle.net/11012/69338
dc.description.abstractThe paper is focused on the numerical evaluation of transversally loaded beams of one symmetric and four asymmetric cross-section shapes susceptible to lateral torsional buckling. Several analytic methods used for evaluation of the beam bending resistance in design software were evaluated. Analytic methods and results are compared to each other and finite element models using shell and solid elements.en
dc.formattextcs
dc.format.extent48-55cs
dc.format.mimetypeapplication/pdfcs
dc.language.isoencs
dc.publisherElseviercs
dc.relation.ispartofProcedia Engineeringcs
dc.relation.urihttps://doi.org/10.1016/j.proeng.2017.04.522cs
dc.rightsCreative Commons Attribution-NonCommercial-NoDerivatives 4.0 Internationalcs
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/cs
dc.subjectBeamen
dc.subjectsteelen
dc.subjectlateral torsional bucklingen
dc.titleComparison of analytical and numerical methods applied to lateral torsional buckling of beamsen
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav kovových a dřevěných konstrukcícs
sync.item.dbidVAV-137923en
sync.item.dbtypeVAVen
sync.item.insts2019.06.17 10:23:30en
sync.item.modts2019.05.18 00:38:16en
dc.coverage.issue1cs
dc.coverage.volume195cs
dc.identifier.doi10.1016/j.proeng.2017.04.522cs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/1877-7058/cs
dc.type.driverarticleen
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen


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Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
Except where otherwise noted, this item's license is described as Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International