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    An experimental study on elliptical concrete filled columns under axial compression.

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    Publication date
    2013
    Author
    Jamaluddin, N.
    Lam, Dennis
    Dai, Xianghe
    Ye, J.
    Keyword
    Concrete filled tube column; Elliptical section; Slenderness ratio; Stiffness; Strength; Self-compacting concrete
    Peer-Reviewed
    yes
    
    Metadata
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    Abstract
    This paper presents the experimental results and observation of elliptical concrete filled tube (CFT) columns subjected to axial compressive load. A total of twenty-six elliptical CFT specimens including both stub and slender composite columns are tested to failure to investigate the axial compressive behaviour. Various column lengths, sectional sizes and infill concrete strength are used to quantify the influence of member geometry and constituent material properties on the structural behaviour of elliptical CFT columns. As there is no design guidance currently available in any Code of Practice, this study provides a review of the current design rules for concrete filled circular hollow sections in Eurocode 4 (EC4). New equations based on the Eurocode 4 provisions for concrete filled circular hollow sections were proposed and used to predict the capacities of elliptical CFT columns.
    URI
    http://hdl.handle.net/10454/5882
    Version
    published version paper
    Citation
    Jamaluddin, N., Lam, D., Dai, X. and Ye, J. (2013). An experimental study on elliptical concrete filled columns under axial compression. Journal of Constructional Steel Research. Vol. 87, pp. 6 - 16.
    Link to publisher’s version
    http://dx.doi.org/10.1016/j.jcsr.2013.04.002
    Type
    Article
    Collections
    Engineering and Informatics Publications

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