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    Modelling of headed stud in steel-precast composite beams

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    Publication date
    2002
    Author
    El-Lobody, E.
    Lam, Dennis
    Keyword
    Finite element modelling
    ; Precast hollow core slabs
    ; Composite construction
    ; Headed stud
    ; Shear capacity
    Peer-Reviewed
    yes
    
    Metadata
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    Abstract
    Use 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.
    URI
    http://hdl.handle.net/10454/5642
    Version
    published version paper
    Citation
    El-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.
    Link to publisher’s version
    http://technopress.kaist.ac.kr/?page=container&journal=scs&volume=2&num=5
    Type
    Article
    Collections
    Engineering and Informatics Publications

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