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dc.contributor.authorEl-Lobody, E.*
dc.contributor.authorLam, Dennis*
dc.date.accessioned2013-09-10T17:03:20Z
dc.date.available2013-09-10T17:03:20Z
dc.date.issued2002
dc.identifier.citationEl-Lobody, E. and Lam, D. (2002). Modelling of headed stud in steel ¿ precast composite beams. Steel & Composite Structures. Vol. 2, No. 5, pp. 355-378.en_US
dc.identifier.urihttp://hdl.handle.net/10454/5642
dc.description.abstractUse of composite steel construction with precast hollow core slabs is now popular in the UK, but the present knowledge in shear capacity of the headed shear studs for this type of composite construction is very limited. Currently, all the information is based on the results obtained from experimental push-off tests. A finite element model to simulate the behaviour of headed stud shear connection in composite beam with precast hollow core slabs is described. The model is based on finite element method and takes into account the linear and non-linear behaviour of all the materials. The model has been validated against the test results, for which the accuracy of the model used is demonstrated. Parametric studies showing the effect of the change in transverse gap size, transverse reinforcement diameter and in-situ concrete strength on the shear connection capacity are presented.en_US
dc.language.isoenen_US
dc.relation.isreferencedbyhttp://technopress.kaist.ac.kr/?page=container&journal=scs&volume=2&num=5en_US
dc.subjectFinite element modellingen_US
dc.subject; Precast hollow core slabsen_US
dc.subject; Composite constructionen_US
dc.subject; Headed studen_US
dc.subject; Shear capacityen_US
dc.titleModelling of headed stud in steel-precast composite beamsen_US
dc.status.refereedyesen_US
dc.typeArticleen_US
dc.type.versionpublished version paperen_US


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