Show simple item record

dc.contributor.authorLam, Dennis*
dc.contributor.authorQureshi, J.*
dc.contributor.authorYe, J.*
dc.date.accessioned2013-06-05T10:46:14Z
dc.date.available2013-06-05T10:46:14Z
dc.date.issued2010
dc.identifier.citationLam, D., Qureshi, J. and Ye, J. (2010). Composite behaviour of headed stud shear connectors in pairs with profiled metal deck flooring. In: Proceedings of the 4th International Conference on Steel & Composite Structures. 4th International Conference on Steel & Composite Structures, 2009, Sydney, Australia.en_US
dc.identifier.urihttp://hdl.handle.net/10454/5588
dc.descriptionNoen_US
dc.description.abstractThis paper presents the experimental and numerical investigation into the behaviour of headed shear studs in composite beams with profiled metal deck flooring. A new single-sided horizontal push test arrangement is proposed to evaluate the shear capacity of the headed shear connectors in pairs with metal deck profiled sheeting. The characteristic resistance obtained from the horizontal push test is compared with Eurocode 4. A three-dimensional finite element model was developed using general purpose finite element program ABAQUS/Explicit. The shear connector capacity, load-slip behaviour and failure modes are validated against experimental results and close correlations were obtained.en_US
dc.language.isoenen_US
dc.subjectHeaded Stud Shear Connectorsen_US
dc.subjectProfiled Metal Deckingen_US
dc.subjectComposite Beamsen_US
dc.subjectPush Testen_US
dc.titleComposite behaviour of headed stud shear connectors in pairs with profiled metal deck flooringen_US
dc.status.refereedYesen_US
dc.typeConference paperen_US
dc.type.versionNo full-text available in the repositoryen_US


This item appears in the following Collection(s)

Show simple item record