Shear behavior and analytical model of perfobond connectors

Shuangjie Zheng, Yuqing Liu*, Teruhiko Yoda, Weiwei Lin

*この研究の対応する著者

    研究成果: Article査読

    20 被引用数 (Scopus)

    抄録

    In steel and concrete composite girders, the load transfer between the steel beam and the concrete slab is commonly ensured by installing shear connectors. In this paper, to investigate the nonlinear behavior of perfobond connectors, a total of 60 push-out specimens were fabricated and tested with the variables for the hole diameter, the concrete strength, the thickness of concrete slab, the diameter, strength and existence of perforating rebar, the thickness, height and distance of perfobond ribs. The failure mode and the load-slip behavior of perfobond connectors were obtained. A theoretical model was put forward to express the load-slip relationship. Analytical formulas of shear capacity and peak slip were also proposed considering the interaction between the concrete dowel and the perforating rebar. The calculation results of the proposals agreed well with the experimental values.

    本文言語English
    ページ(範囲)71-89
    ページ数19
    ジャーナルSteel and Composite Structures
    20
    1
    DOI
    出版ステータスPublished - 2016 1月 20

    ASJC Scopus subject areas

    • 土木構造工学
    • 建築および建設
    • 金属および合金

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