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dc.contributor.authorQureshi, J.*
dc.contributor.authorLam, Dennis*
dc.date.accessioned2013-06-05T10:26:41Z
dc.date.available2013-06-05T10:26:41Z
dc.date.issued2009
dc.identifier.citationQureshi, J. and Lam, D. (2009). Behaviour of Headed Shear Connectors in Composite Beams with Metal Deck Profile. In: Proceedings of the International Symposium on Advances in Steel and Composite Structures. ISASCS, 2009, Singapore.en_US
dc.identifier.urihttp://hdl.handle.net/10454/5584
dc.descriptionNoen_US
dc.description.abstractThis paper presents a numerical investigation into the behaviour of headed shear stud in composite beams with profiled metal decking. A three-dimensional finite element model was developed using general purpose finite element program ABAQUS to study the behaviour of through-deck welded shear stud in the composite slabs with trapezoidal deck ribs oriented perpendicular to the beam. Both static and dynamic procedures were investigated using Drucker Prager model and Concrete Damaged Plasticity model respectively. In the dynamic procedure using ABAQUS/Explicit, the push test specimens were loaded slowly to eliminate significant inertia effects to obtain a static solution. The capacity of shear connector, load-slip behaviour and failure modes were predicted and validated against experimental results. The delamination of the profiled decking from concrete slab was captured in the numerical analysis which was observed in the experiments. ABAQUS/Explicit was found to be particularly suitable for modelling post-failure behaviour and the contact interaction between profiled decking and concrete slabs. It is concluded that this model represents the true behaviour of the headed shear stud in composite beams with profiled decking in terms of the shear connection capacity, load-slip behaviour and failure modes.en_US
dc.language.isoenen_US
dc.subjectHeaded Shear Connectorsen_US
dc.subjectComposite Beamsen_US
dc.subjectMetal Decken_US
dc.titleBehaviour of Headed Shear Connectors in Composite Beams with Metal Deck Profileen_US
dc.status.refereedYesen_US
dc.typeConference paperen_US
dc.type.versionNo full-text available in the repositoryen_US


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