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    Experimental study on concrete filled square hollow sections

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    Publication date
    2004
    Author
    Lam, Dennis
    Williams, C.A.
    Keyword
    Composite column
    Concrete filled
    Square hollow sections
    Axial strength
    Confinement
    Peer-Reviewed
    yes
    
    Metadata
    Show full item record
    Abstract
    A series of tests was performed to consider the behaviour of short composite columns under axial compressive loading, covering a range of S275 and S355 grade steel square hollow section filled with normal and high strength concrete. The interaction between the steel and the concrete component is considered and the results show that concrete shrinkage has an effect on the axial strength of the column. Comparisons between Eurocode 4, ACI-318 and the Australian Standards with the findings of this research were made. Result showed the equation used by the ACI-318 and the proposed Australian Standards gave better predication for the axial capacity of concrete filled SHS columns than the Eurocode 4.
    URI
    http://hdl.handle.net/10454/5653
    Version
    published version paper
    Citation
    Lam, D. and Williams, C. A. (2004). Experimental study on concrete filled square hollow sections. Steel & Composite Structures. Vol. 4, No. 2, pp. 95¿112.
    Link to publisher’s version
    http://technopress.kaist.ac.kr/?page=search2#1
    Type
    Article
    Collections
    Engineering and Informatics Publications

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