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Diagonal versus orthogonal ribs in stability of steel I beams

dc.rights.licenseKūrybinių bendrijų licencija / Creative Commons licenceen_US
dc.contributor.authorChybiński, Marcin
dc.contributor.authorGarstecki, Andrzej
dc.date.accessioned2025-04-30T10:49:17Z
dc.date.available2025-04-30T10:49:17Z
dc.date.issued2017
dc.identifier.issn1877-7058en_US
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/157456
dc.description.abstractThe paper presents the numerical study of the stability of steel beams for various slenderness ratios of the web and various types of stiffening ribs. FEM analyses employing fine meshes of shell elements are conducted. Stability response of beams with transverse orthogonal ribs and longitudinally stiffened web is compared with the stability of beams with diagonal ribs. The latter ones demonstrated remarkably higher resistance to local instability of the web and astonishingly higher resistance to global instability. By the way of next numerical examples the torsional stiffness of beams with various rib configurations was evaluated. High torsional stiffness provided by diagonal ribs explained high global buckling load.en_US
dc.format.extent6 p.en_US
dc.format.mediumTekstas / Texten_US
dc.language.isoenen_US
dc.relation.urihttps://etalpykla.vilniustech.lt/handle/123456789/157277en_US
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 International*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.source.urihttps://www.sciencedirect.com/science/article/pii/S1877705817305520en_US
dc.subjectthin walled beamsen_US
dc.subjectstiffening ribs in beamsen_US
dc.subjectdiagonal ribsen_US
dc.subjectstability of beamsen_US
dc.subjectinteractive stabilityen_US
dc.titleDiagonal versus orthogonal ribs in stability of steel I beamsen_US
dc.typeKonferencijos publikacija / Conference paperen_US
dcterms.accessRightsLaisvai prieinamas / Openly availableen_US
dcterms.accrualMethodRankinis pateikimas / Manual submissionen_US
dcterms.licenseCC BY NC NDen_US
dcterms.references18en_US
dc.description.versionTaip / Yesen_US
dc.contributor.institutionPoznan University of Technologyen_US
dc.contributor.institutionStanislav Staszic University of Applied Sciencesen_US
dcterms.sourcetitleProcedia Engineeringen_US
dc.description.volumevol. 172en_US
dc.publisher.nameElsevieren_US
dc.publisher.countryUnited Kingdomen_US
dc.publisher.cityOxforden_US
dc.identifier.doihttps://doi.org/10.1016/j.proeng.2017.02.046en_US


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