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dc.creatorBendić, Milica
dc.creatorĆeranić, Aleksandar
dc.creatorKovačević, Saša
dc.creatorSalatić, Ratko
dc.creatorMarković, Nenad
dc.date.accessioned2021-12-21T11:34:48Z
dc.date.available2021-12-21T11:34:48Z
dc.date.issued2021
dc.identifier.isbn978-86-7518-211-5 (GF)
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/2573
dc.description.abstractThe paper considers the elastic critical (buckling) load of steel I-girders subjected to patch loading in the plane of the web. The analysis of the influence of the load length and thickness of the flange on the elastic critical load of the girder without transverse and longitudinal stiffeners in the load application zone was performed. The buckling coefficients for the web of the I-girders were determined and compared with the values of the buckling coefficient of isolated clamped plates. Suggestions for improving the EN1993-1-5 patch loading resistance model are given.sr
dc.language.isoensr
dc.relationinfo:eu-repo/grantAgreement/MESTD/inst-2020/200092/RS//sr
dc.rightsopenAccesssr
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/
dc.sourceZbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 13-15.maj 2021, Aranđelovac, 2021, 473-482sr
dc.subjectelastic critical loadsr
dc.subjectbuckling coefficientsr
dc.subjectpatch loadingsr
dc.titleElastic critical load of the web of I-girders subjected to patch loadingsr
dc.typeconferenceObjectsr
dc.rights.licenseBY-NC-NDsr
dc.identifier.fulltexthttp://grafar.grf.bg.ac.rs/bitstream/id/10037/bitstream_10037.pdf
dc.identifier.rcubhttps://hdl.handle.net/21.15107/rcub_grafar_2573
dc.type.versionpublishedVersionsr


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Приказ основних података о документу