The aim of this paper was to examine the application of the local stress method in the fatigue life assessment of rib-to-crossbeam joints of orthotropic decks. The hot spot stress approach and the effective notch stress approach were used. The fatigue life predicted by the local and nominal stress method was compared with the experimental results.


    Access

    Download


    Export, share and cite



    Title :

    Calculation of fatigue of weld assemblies of orthotropic plates of metal bridge superstructures across the local stresses.


    Contributors:
    V.I. Kiryan (author) / M.G. Malgin (author)


    Publication date :

    2011



    Type of media :

    Article (Journal)


    Type of material :

    Electronic Resource


    Language :

    Unknown




    Orthotropic chiral superstructures for morphing wings

    YANG ZHAO / YAO QIAN / LIN XIN et al. | European Patent Office | 2024

    Free access


    Stresses around holes in pin-loaded orthotropic plates

    HYER, M. W. / KLANG, E. C. | AIAA | 1985


    Stresses around holes in pin-loaded orthotropic plates

    Hyer, M. W. / Klang, E. C. | NTRS | 1985


    Redundancy in Highway Bridge Superstructures

    Ghosn, M. / Moses, F. / National Research Council; U.S.; Transportation Research Board | British Library Conference Proceedings | 1995