Experimental study on a crack formation for railway composite girders with negative bending

N. Taniguchi*, M. Ikeda, T. Yoda

*この研究の対応する著者

    研究成果: Conference contribution

    2 被引用数 (Scopus)

    抄録

    The continuous composite girders are frequently used for railway bridges. The features of the composite girders for railway bridges are characterized by Perfo-Bond Leisten and steel fiber reinforcement concrete. In this study, the behavior of a crack formation is investigated in comparison with experimental results of the test-specimens with Perfo-Bond Leisten and those of studs. In addition, the experimental results of the test-specimens with steel fiber reinforcement are examined with a view to the effect of the reinforcement on the crack. The validity of the tension stiffening theory was confirmed by comparison with experimental results and numerical results.

    本文言語English
    ホスト出版物のタイトルProceedings of the 3rd International Conference on Steel and Composite Structures, ICSCS07 - Steel and Composite Structures
    ページ915-920
    ページ数6
    出版ステータスPublished - 2007
    イベント3rd International Conference on Steel and Composite Structures, ICSCS07 - Steel and Composite Structures - Manchester
    継続期間: 2007 7 302007 8 1

    Other

    Other3rd International Conference on Steel and Composite Structures, ICSCS07 - Steel and Composite Structures
    CityManchester
    Period07/7/3007/8/1

    ASJC Scopus subject areas

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

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