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

N. Taniguchi, M. Ikeda, T. Yoda

    研究成果: Conference contribution

    2 引用 (Scopus)

    抜粋

    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.

    元の言語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
    出版物ステータス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
    Manchester
    期間07/7/3007/8/1

      フィンガープリント

    ASJC Scopus subject areas

    • Building and Construction
    • Civil and Structural Engineering
    • Metals and Alloys

    これを引用

    Taniguchi, N., Ikeda, M., & Yoda, T. (2007). Experimental study on a crack formation for railway composite girders with negative bending. : Proceedings of the 3rd International Conference on Steel and Composite Structures, ICSCS07 - Steel and Composite Structures (pp. 915-920)