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    Test of void-filled SHS beams under cyclic loading

    New search for: Arivalagan, S.
    New search for: Kandasamy, S.

    This paper describes a series of tests to failure of concrete filled (composite) tubular beams subjected to cyclic loading. The beams made from steel grade of Yst310 at 345 MPa nominal yield stress, square hollow sections (SHS), depth-to-thickness ratios in the range of 20.5 were tested. The effects of these loading protocols on the elastic hysteretic behavior of the SHS beams were examined. The SHS beams exhibited stable hysteretic behavior up to local buckling, and then showed considerable degradation in strength and ductility depending on d/t ratios. First-cycle yield load moments predicted in tested composite beam specimens were compared with standard CIDECT moments. The effect of strength, ductility, and energy absorption capacity of the beams were examined.

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    Test of void-filled SHS beams under cyclic loading

    New search for: Arivalagan, S.
    New search for: Kandasamy, S.

    This paper describes a series of tests to failure of concrete filled (composite) tubular beams subjected to cyclic loading. The beams made from steel grade of Yst310 at 345 MPa nominal yield stress, square hollow sections (SHS), depth-to-thickness ratios in the range of 20.5 were tested. The effects of these loading protocols on the elastic hysteretic behavior of the SHS beams were examined. The SHS beams exhibited stable hysteretic behavior up to local buckling, and then showed considerable degradation in strength and ductility depending on d/t ratios. First-cycle yield load moments predicted in tested composite beam specimens were compared with standard CIDECT moments. The effect of strength, ductility, and energy absorption capacity of the beams were examined.

    Access

    Access via TIB
    Check availability in my library
    Order at Subito €

    Test of void-filled SHS beams under cyclic loading

    New search for: Arivalagan, S.
    New search for: Kandasamy, S.

    This paper describes a series of tests to failure of concrete filled (composite) tubular beams subjected to cyclic loading. The beams made from steel grade of Yst310 at 345 MPa nominal yield stress, square hollow sections (SHS), depth-to-thickness ratios in the range of 20.5 were tested. The effects of these loading protocols on the elastic hysteretic behavior of the SHS beams were examined. The SHS beams exhibited stable hysteretic behavior up to local buckling, and then showed considerable degradation in strength and ductility depending on d/t ratios. First-cycle yield load moments predicted in tested composite beam specimens were compared with standard CIDECT moments. The effect of strength, ductility, and energy absorption capacity of the beams were examined.

    Access

    Access via TIB
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    Title:

    Test of void-filled SHS beams under cyclic loading

    Contributors:

    Arivalagan, S. (author) / Kandasamy, S. (author)

    Published in:

    Journal of Reinforced Plastics and Composites ; 29 ; 1534-1544

    Publication date:

    2010

    Size:

    11 Seiten, 5 Bilder, 7 Tabellen, 14 Quellen

    ISSN:

    0731-6844

    DOI:

    https://doi.org/10.1177/0731684408100896

    Type of media:

    Article (Journal)

    Type of material:

    Print

    Language:

    English

    Keywords:

    Beton , Biegeprüfung , Druckprüfung , Duktilität , Flugasche , Flugaschenzement , Füllstoff , mechanische Eigenschaft , Stahlbeton , Träger (Bauwesen) , Verbundkonstruktion , zyklische Belastung

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