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dc.creatorPavlović, Marko
dc.creatorSpremić, Milan
dc.creatorMarković, Zlatko
dc.creatorVeljković, Milan
dc.date.accessioned2019-04-19T14:26:25Z
dc.date.available2019-04-19T14:26:25Z
dc.date.issued2016
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/805
dc.description.abstractPrefabricated steel and concrete composite decks are an interesting option to improve competitiveness and sustainability of the composite structures. Longitudinal shear connection is usually established by grouped headed studs, but possible alternative solution is to use bolted shear connectors. Welded headed studs and bolts (grade 8.8) are experimentally examined in the push-out tests (four tests on each). The same arrangement and dimensions of shear connectors (16 mm diameter and 100 mm height above flange) are considered and their resistances and behaviour are compared. Experimental results showed that headed studs and bolted shear connectors have similar shear resistance, while headed studs are more ductile. FEA is performed by ABAQUS/Explicit solver with damage material models to get more insight into behaviour of the specimens. FEA shows rather good agreement with experimental results. Influence of the bolt to hole clearance on the behaviour of specimens with bolted shear connectors is analysed and discussed.en
dc.publisherAmerican Society of Civil Engineers (ASCE)
dc.rightsrestrictedAccess
dc.sourceComposite Construction in Steel and Concrete Vii
dc.titleHeaded Shear Studs versus High-Strength Bolts in Prefabricated Composite Decksen
dc.typeconferenceObject
dc.rights.licenseARR
dc.citation.epage702
dc.citation.other: 687-702
dc.citation.spage687
dc.identifier.rcubhttps://hdl.handle.net/21.15107/rcub_grafar_805
dc.identifier.scopus2-s2.0-84964664202
dc.identifier.wos000389435700052
dc.type.versionpublishedVersion


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Приказ основних података о документу