The complicated mechanic behavior of the Y-shape Bridge is studied based on the theory of the elementary beam, and takes account of restrained torsion, distortion angle, distortion warp and shear lag effect at the same time. A thin-walled beam element with 10 freedom degrees of every node is established by increasing freed degree. Meanwhile, authors establish an analytic program and matrix of the element stiffness, and analyze a typical Y-shape Bridge according to method of the space grillage analysis. In addition, this paper compares calculation results of the general girder and the shell model with experiment test.


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    Titel :

    Y-Shape Bridge Analysis Based on Space Grillage Method


    Beteiligte:
    Lu, Pengzhen (Autor:in) / Zhao, Renda (Autor:in) / Zhang, Junping (Autor:in) / Xing, Tianyu (Autor:in)

    Kongress:

    First International Conference on Transportation Engineering ; 2007 ; Southwest Jiaotong University, Chengdu, China



    Erscheinungsdatum :

    2007-07-09




    Medientyp :

    Aufsatz (Konferenz)


    Format :

    Elektronische Ressource


    Sprache :

    Englisch




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