Inelastic Finite Element Analysis of Lateral Buckling for Beam Structures

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dc.contributor.authorKala, Zdeněkcs
dc.contributor.authorValeš, Jancs
dc.contributor.authorMartinásek, Josefcs
dc.coverage.issue172cs
dc.coverage.volume2017cs
dc.date.issued2017-02-22cs
dc.description.abstractThe inelastic lateral–torsional buckling resistance of real I-beam loaded by uniform moment was the subject of parametric studies using nonlinear finite elements, covering various initial imperfections as initial axis curvature, material properties, residual stress, etc. The ANSYS software package was used. The finite element SOLID185 was applied to study the inelastic failures of beams. The finite element analysis considers both geometrical and material nonlinearities. The static inelastic resistance was calculated for various beam lengths, and compared with elastic resistance and with resistances based on the Eurocode buckling curves.en
dc.description.abstractThe inelastic lateral–torsional buckling resistance of real I-beam loaded by uniform moment was the subject of parametric studies using nonlinear finite elements, covering various initial imperfections as initial axis curvature, material properties, residual stress, etc. The ANSYS software package was used. The finite element SOLID185 was applied to study the inelastic failures of beams. The finite element analysis considers both geometrical and material nonlinearities. The static inelastic resistance was calculated for various beam lengths, and compared with elastic resistance and with resistances based on the Eurocode buckling curves.en
dc.formattextcs
dc.format.extent418-488cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationProcedia Engineering. 2017, vol. 2017, issue 172, p. 418-488.en
dc.identifier.doi10.1016/j.proeng.2017.02.056cs
dc.identifier.issn1877-7058cs
dc.identifier.orcid0000-0002-6873-3855cs
dc.identifier.orcid0000-0002-8678-8761cs
dc.identifier.other133422cs
dc.identifier.researcheridA-7278-2016cs
dc.identifier.scopus7003615152cs
dc.identifier.urihttp://hdl.handle.net/11012/68342
dc.language.isoencs
dc.publisherElseviercs
dc.relation.ispartofProcedia Engineeringcs
dc.relation.urihttp://dx.doi.org/10.1016/j.proeng.2017.02.056cs
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.subjectbeamen
dc.subjectinelastic stabilityen
dc.subjectfinite elementen
dc.subjectbucklingen
dc.subjectsteelen
dc.subjectimperfectionen
dc.subjectreliabilityen
dc.subjectsensitivityen
dc.subjectbeam
dc.subjectinelastic stability
dc.subjectfinite element
dc.subjectbuckling
dc.subjectsteel
dc.subjectimperfection
dc.subjectreliability
dc.subjectsensitivity
dc.titleInelastic Finite Element Analysis of Lateral Buckling for Beam Structuresen
dc.title.alternativeInelastic Finite Element Analysis of Lateral Buckling for Beam Structuresen
dc.type.driverconferenceObjecten
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-133422en
sync.item.dbtypeVAVen
sync.item.insts2025.10.14 14:24:12en
sync.item.modts2025.10.14 10:41:47en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav stavební mechanikycs

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