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    Parametric study on composite steel beams with precast concrete hollow core floor slabs

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    Publication date
    2000
    Author
    Lam, Dennis
    Elliott, K.S.
    Nethercot, D.A.
    Keyword
    Beams
    ; Composite construction
    ; Concrete
    ; Steel structures
    ; Structural design
    ; Precast hollow core slabs
    Peer-Reviewed
    yes
    
    Metadata
    Show full item record
    Abstract
    This paper describes the finite element modelling of steel beams acting compositely with proprietary precast hollow core slabs. A companion paper (Lam D, Elliott KS, Nethercot DA. Experiments on composite steel beams with precast hollow core floor slabs. Proceedings of the Institution of Civil Engineers: Structures and Buildings 1999; in press [1]) reports results of full scale bending tests and compression slab tests. The finite element package ABAQUS was used to extend the scope of the experimental work, by first demonstrating that a 2-dimensional plane stress analysis is sufficiently accurate, providing that the correct material input data and shear stud characteristics obtained from isolated push-off tests are used. The FE results are within 5% of the experimental results. An extensive parametric study was carried out to investigate the flexural behaviour of composite beams with variations in transverse reinforcement ratio, stud spacing and steel UB section.
    URI
    http://hdl.handle.net/10454/5627
    Version
    published version paper
    Citation
    Lam, D., Elliott, K. S. and Nethercot, D. A. (2000). Parametric study on composite steel beams with precast concrete hollow core floor slabs. Journal of Constructional Steel Research, Vol. 54, No. 2, pp. 283-304.
    Link to publisher’s version
    http://www.sciencedirect.com/science/article/pii/S0143974X99000498
    Type
    Article
    Collections
    Engineering and Informatics Publications

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