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    Push-off Tests on Shear Studs with Hollow-cored Floor Slabs.

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    Publication date
    1998
    Author
    Lam, Dennis
    Elliott, K.S.
    Nethercot, D.A.
    Keyword
    Testing
    Shear studs
    Slabs
    Floors
    Hollow core slabs
    Reinforced concrete
    Precast concrete
    Cracking
    Load tests
    Comparing
    Forecasting
    BS5950
    Eurocode4
    Composite construction
    Show allShow less
    Peer-Reviewed
    yes
    
    Metadata
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    Abstract
    The shear capacity of headed studs in precast concrete hollow-core slab construction has been determined experimentally in 12 full-scale push-off tests. The tests were used to study the effects of the size of the gap between the ends of the precast slabs, and the amount of tie steel placed transversely across the joint, and the strength of concrete infill. Under certain situations the capacity of the stud is reduced compared with that in a solid reinforced concrete slab. Maximum resistances are compared with the predictions of BS 5950 and EC4, and a reduction formula for the precast effect is derived.
    URI
    http://hdl.handle.net/10454/5626
    Version
    published version paper
    Citation
    Lam, D., Elliott, K. S. and Nethercot, D. A. (1998). Push-off Tests on Shear Studs with Hollow-cored Floor Slabs. The Structural Engineer. Vol. 76, No. 9, pp167-174.
    Link to publisher’s version
    http://www.istructe.org/journal/volumes/volume-76-(published-in-1998)/issues/issue-9
    Type
    Article
    Collections
    Engineering and Informatics Publications

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