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    Determining the effective width of composite beams with precast hollowcore slabs.

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    Publication date
    2005
    Author
    El-Lobody, E.
    Lam, Dennis
    Keyword
    Effective width
    Precast
    Hollowcore slabs
    Finite element
    Modelling
    Composite design
    Steel
    Concrete
    Composite steel beams
    Peer-Reviewed
    yes
    
    Metadata
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    Abstract
    This paper evaluates the effective width of composite steel beams with precast hollowcore slabs numerically using the finite element method. A parametric study, carried out on 27 beams with different steel cross sections, hollowcore unit depths and spans, is presented. The effective width of the slab is predicted for both the elastic and plastic ranges. 8-node three-dimensional solid elements are used to model the composite beam components. The material non-linearity of all the components is taken into consideration. The non-linear load-slip characteristics of the headed shear stud connectors are included in the analysis. The moment-deflection behaviour of the composite beams, the ultimate moment capacity and the modes of failure are also presented. Finally, the ultimate moment capacity of the beams evaluated using the present FE analysis was compared with the results calculated using the rigid ¿ plastic method.
    URI
    http://hdl.handle.net/10454/5788
    Version
    published version paper
    Citation
    El-Lobody, E. and Lam, D. (2005). Determining the Effective Width of Composite Beams with Precast Hollowcore Slabs. Structural Engineering and Mechanics. Vol. 21, No. 3, pp. 295-313.
    Link to publisher’s version
    http://www.techno-press.org/?page=container&journal=sem&volume=21&num=3#
    Type
    Article
    Collections
    Engineering and Informatics Publications

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