A spatial finite element method (FEM) model was established to analysis the structural stability of an actual concrete filled steel tubular (CFST) basket handle arch bridge. Various factors affecting stability analysis were fully considered. Moreover, the influence of the rib inclination angle on stability was investigated in detail. Dual nonlinear stability analysis under lane loading in bridge completion state was carried out. The results show that the arch rib is mostly at risk of out-of-plane instability, and a moderate introversion is acceptable. On the other hand, the ultimate bearing capacity meets the demand, and the arrangement of load combination has great effect on ultimate bearing capacity.


    Access

    Check access

    Check availability in my library

    Order at Subito €


    Export, share and cite



    Title :

    Stability Analysis for CFST Basket Handle Arch Bridge


    Contributors:
    Xing, Fan (author) / Zhu, Bing (author) / Wang, Xiaoping (author)

    Conference:

    Second International Conference on Transportation Engineering ; 2009 ; Southwest Jiaotong University, Chengdu, China



    Publication date :

    2009-07-29




    Type of media :

    Conference paper


    Type of material :

    Electronic Resource


    Language :

    English




    Stability Analysis for CFST Basket Handle Arch Bridge

    Xing, F. / Zhu, B. / Wang, X. et al. | British Library Conference Proceedings | 2009


    Nonlinear Stability Analysis for Unsymmetric Large Span CFST Arch Bridge

    Weiguo, W. / Guanglin, C. / Yuping, Z. | British Library Online Contents | 2005


    Stability Analysis of Long-span Deck-type CFST Arch Bridge

    Zhao, He-qing / Xu, Liang / Yang, Hui-lin et al. | ASCE | 2007


    On Methods of Seismic Response Analysis of Long-span CFST Arch Bridge

    Kaizhong, X. / Rong, Q. / Haiying, L. | British Library Online Contents | 2005


    Genetic Searching for Optimized Closure State of CFST Arch Bridge Construction

    Jianfeng, F. / Luo, Z. / Haiqing, Y. | British Library Online Contents | 2005