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dc.contributor.authorLam, Dennis
dc.contributor.authorFu, F.
dc.date.accessioned2013-05-28T13:48:15Z
dc.date.available2013-05-28T13:48:15Z
dc.date.issued2005
dc.identifier.citationLam, D. and Fu, F. (2005). Modelling of semi-rigid composite beam-column connections with precast hollowcore slabs. In: The Proceedings of the 4th International Conference on Advances in Steel Structures. ICAS, 13-15 June, 2005, Shanghai, China. Vol. 1, pp. 787-792.en_US
dc.identifier.urihttp://hdl.handle.net/10454/5551
dc.descriptionNoen_US
dc.description.abstractThe chapter describes the ongoing work on modeling the semi-rigid composite beam-column connections of composite beams with precast hollow core slabs. Using the finite element (FE) software ABAQUS, a three-dimensional (3D) model of a composite joint is set up. The technique of simulating bolt force, endplate, concrete elements, reinforcement, and shear connectors, and the interaction between slabs and steel beams is presented in the chapter. Preliminary results on the steel joint and simplify composite joint are also presented in the chapter. FE model for the bare steel joints and the simplified composite joints are presented, and the result of the simplified composite model showed good agreement with the experimental result but with lower joint stiffness. Further work on the full finite element model of composite joints is still going on.en_US
dc.language.isoenen_US
dc.relation.isreferencedbyhttp://dx.doi.org/10.1016/B978-008044637-0/50115-3en_US
dc.subjectSemi-Rigiden_US
dc.subjectBeam-Columnen_US
dc.subjectPrecasten_US
dc.subjectHollow-Core Slabsen_US
dc.subjectComposite Jointen_US
dc.subjectComposite Beamsen_US
dc.titleModelling of semi-rigid composite beam-column connections with precast hollowcore slabsen_US
dc.status.refereedYesen_US
dc.typeConference paperen_US
dc.type.versionNo full-text available in the repositoryen_US


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