Parametric study on shear capacity of circular-hole and long-hole perfobond shear connector

Shuangjie Zheng, Yuqing Liu, Teruhiko Yoda, Weiwei Lin

    研究成果: Article査読

    53 被引用数 (Scopus)

    抄録

    Perfobond connectors are a certain type of shear connectors used in steel and concrete composite structures. In composite bridges with narrow connector distances or shallow rib heights, it is unfavorable to enhance shear connection by using large circular-hole perfobond connectors. To solve this problem, an alternative perfobond connector was developed by making long-holes on steel rib plates. In this paper, 21 push-out specimens were fabricated and loaded to failure. The main objective was to compare the failure mode, shear capacity and slip behavior of perfobond connectors using circular-holes and long-holes. Furthermore, 87 nonlinear finite element simulations were performed to further study the effects of hole geometry and concrete strength. The parametric results were generated to evaluate the shear capacity equations for perfobond connectors. Finally, an analytical model was proposed to predict the shear strength of both circular-hole and long-hole perfobond connectors.

    本文言語English
    ページ(範囲)64-80
    ページ数17
    ジャーナルJournal of Constructional Steel Research
    117
    DOI
    出版ステータスPublished - 2016 2 1

    ASJC Scopus subject areas

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

    フィンガープリント

    「Parametric study on shear capacity of circular-hole and long-hole perfobond shear connector」の研究トピックを掘り下げます。これらがまとまってユニークなフィンガープリントを構成します。

    引用スタイル