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    Geopolymer concrete columns subjected to axial load and biaxial bending

    195896_Rahman 2013-.pdf (2.874Mb)
    Access Status
    Open access
    Authors
    Rahman, Muhammad Motiur
    Date
    2013
    Supervisor
    Prof. Hamid Nikraz
    Type
    Thesis
    Award
    MPhil
    
    Metadata
    Show full item record
    School
    School of Civil and Mechanical Engineering, Department of Civil Engineering
    URI
    http://hdl.handle.net/20.500.11937/1410
    Collection
    • Curtin Theses
    Abstract

    This thesis focuses on the behaviour of fly ash based geopolymer concrete columns under axial load and biaxial bending. Tests showed that failure load of columns increased with the increase of concrete compressive strength and longitudinal reinforcement ratio, and decreased with the increase of load eccentricity. Use of the Bresler’s reciprocal load formula with an iterative procedure for slender columns in uniaxial bending conservatively predicted the strength of the test columns.

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