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  • Comparative Study on Punching Shear Behaviour of Slab-Edge Column Connections with Openings

    Author(s)
    Guan, Hong
    Kaoustos, Nicholas
    Loo, Yew-Chaye
    Griffith University Author(s)
    Loo, Yew-Chaye
    Guan, Hong
    Kaoustos, Nicholas
    Year published
    2005
    Metadata
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    Abstract
    A non-linear Layered Finite Element Method (LFEM) is used to investigate the influence of openings on the behaviour of reinforced concrete slab-edge column connections. In total, six large-scale slab-edge column connections tested previously in laboratory are analysed. The test variables were the size and location of openings in the vicinity of an edge column. The load-deflection response, the ultimate strength, and the crack pattern predicted by the LFEM are compared with the experimental results. The results indicate that the LFEM is accurate and effective.A non-linear Layered Finite Element Method (LFEM) is used to investigate the influence of openings on the behaviour of reinforced concrete slab-edge column connections. In total, six large-scale slab-edge column connections tested previously in laboratory are analysed. The test variables were the size and location of openings in the vicinity of an edge column. The load-deflection response, the ultimate strength, and the crack pattern predicted by the LFEM are compared with the experimental results. The results indicate that the LFEM is accurate and effective.
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    Conference Title
    Developments in Mechanics of Structures and Materials
    Publication URI
    http://hdl.handle.net/10072/2708
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    • Conference outputs

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