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    Axial compressive behaviour of stub concrete-filled columns with elliptical stainless steel hollow sections.

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    Publication date
    2010
    Author
    Dai, Xianghe
    Lam, Dennis
    Keyword
    Concrete-filled column
    Elliptical hollow section
    Stainless steel
    Nonlinear finite element model
    Axial compressive behaviour
    Parametric study
    Peer-Reviewed
    na
    
    Metadata
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    Abstract
    This paper presents the axial compressive behaviour of stub concrete-filled columns with elliptical stainless steel and carbon steel hollow sections. The finite element method developed via ABAQUS/Standard solver was used to carry out the simulations. The accuracy of the FE modelling and the proposed confined concrete stress-strain model were verified against experimental results. A parametric study on stub concrete-filled columns with various elliptical hollow sections made with stainless steel and carbon steel was conducted. The comparisons and analyses presented in this paper outline the effect of hollow sectional configurations to the axial compressive behaviour of elliptical concrete-filled steel tubular columns, especially the merits of using stainless steel hollow sections is highlighted.
    URI
    http://hdl.handle.net/10454/5923
    Version
    published version paper
    Citation
    Dai, X. and Lam, D. (2010). Axial Compressive Behaviour of Stub Concrete-filled Columns with Elliptical Stainless-Steel Hollow Sections. Steel & Composite Structures. Vol. 10, No. 6, pp. 517 ¿ 539.
    Link to publisher’s version
    http://www.techno-press.org
    Type
    Article
    Collections
    Engineering and Informatics Publications

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