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Nosivost na savijanje spregnutih greda sa neduktilnim moždanicima

dc.creatorKostić, Svetlana M.
dc.creatorDeretić-Stojanović, Biljana
dc.date.accessioned2019-04-30T13:24:11Z
dc.date.available2019-04-30T13:24:11Z
dc.date.issued2018
dc.identifier.urihttp://grafar.grf.bg.ac.rs/handle/123456789/1598
dc.description.abstractIn this paper, the methods for determination of the bending resistance of composite beams with partial shear connection and nonductile shear connectors, according to Eurocode 4, are studied. The Eurocode 4 predicts the use of two calculation methods: the method based on the nonlinear theory and the simplified method that assume linear relation between elastic and plastic bending moment resistance. The algorithm for the nonlinear section analysis is explained in detail. Using the own computer program for nonlinear section analysis, for one composite beam cross section, the differences in results obtained by these two proposed methods are discussed.en
dc.publisherFaculty of Civil Engineeirng, Subotica
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36046/RS//
dc.rightsopenAccess
dc.sourceConference proceedings 6th international conference Contemporary Achievements in Civil Engineering 2018en
dc.titleBending resistance of composite beams with nonductile shear connectorsen
dc.titleNosivost na savijanje spregnutih greda sa neduktilnim moždanicimasr
dc.typeconferenceObject
dc.rights.licenseBY-SA
dc.citation.epage32
dc.citation.other34: 25-32
dc.citation.spage25
dc.citation.volume34
dc.description.otherZbornik radova Građevinskog fakultetaen
dc.identifier.doi10.14415/konferencijaGFS2018.001
dc.identifier.fulltexthttp://grafar.grf.bg.ac.rs//bitstream/id/3586/1596.pdf
dc.identifier.rcubconv_4229
dc.type.versionpublishedVersion


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