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dc.creatorĆeranić, Aleksandar
dc.creatorBendić, Milica
dc.creatorKovačević, Saša
dc.creatorSalatić, Ratko
dc.creatorMarković, Nenad
dc.date.accessioned2022-06-02T13:30:36Z
dc.date.available2022-06-02T13:30:36Z
dc.date.issued2022
dc.identifier.issn0143-974X
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/2675
dc.description.abstractThe present paper aims to numerically investigate the influence of patch load length related to various geometric parameters on the patch loading resistance of steel plate girders. Geometric parameters such as the web thickness, web panel width, and flange thickness are varied in combination with flat longitudinal stiffeners with varying rigidity in determining ultimate strength for various patch load lengths. Of primary interest in this paper is the strengthening effect, defined as the ratio between the ultimate strength of longitudinally stiffened and unstiffened steel plate girders.sr
dc.language.isoensr
dc.rightsrestrictedAccesssr
dc.sourceJournal of Constructional Steel Researchsr
dc.subjectEffective loaded lengthsr
dc.subjectUltimate strengthsr
dc.subjectLongitudinal stiffenersr
dc.subjectFinite element analysissr
dc.subjectParametric studysr
dc.titleInfluence of patch load length on strengthening effect in steel plate girderssr
dc.typearticlesr
dc.rights.licenseARRsr
dc.citation.rankM21~
dc.citation.volume195
dc.description.otherURL: https://authors.elsevier.com/c/1fAjp,3HWfEM0U A personalized URL providing 50 days' free access to the articlesr
dc.identifier.doi10.1016/j.jcsr.2022.107348
dc.type.versionpublishedVersionsr


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