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    Modelling of semi-rigid composite beam-column connections with precast hollowcore slabs

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    Publication date
    2005
    Author
    Lam, Dennis
    Fu, F.
    Keyword
    Semi-Rigid
    Beam-Column
    Precast
    Hollow-Core Slabs
    Composite Joint
    Composite Beams
    Peer-Reviewed
    Yes
    
    Metadata
    Show full item record
    Abstract
    The 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.
    URI
    http://hdl.handle.net/10454/5551
    Version
    No full-text available in the repository
    Citation
    Lam, 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.
    Link to publisher’s version
    http://dx.doi.org/10.1016/B978-008044637-0/50115-3
    Type
    Conference paper
    Collections
    Engineering and Informatics Publications

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