The positive bending moment capacity of composite steel girders is examined through study employing elasto-plastic FE analyses. The web slenderness limits of section classification for homogeneous and hybrid girders with bridge high performance steel are explored. Besides, the effects of initial bending moment due to unshored construction method on the web slenderness limit are investigated. It is shown that the noncompact web slenderness limits in conventional design standards are conservative for composite sections.


    Access

    Check access

    Check availability in my library

    Order at Subito €


    Export, share and cite



    Title :

    Flexural Capacity Accounting for SBHS500 Steel of Composite Bridge Girders


    Additional title:

    Lecture Notes in Civil Engineering


    Contributors:


    Publication date :

    2019-10-11


    Size :

    6 pages





    Type of media :

    Article/Chapter (Book)


    Type of material :

    Electronic Resource


    Language :

    English




    Out-of-Flatness Effect on Flexural Strength of Steel Bridge Girders

    Asadnia, Mahdi / Roddis, W. M. Kim | Transportation Research Record | 2019


    Flexural Capacity of Compact and Noncompact High-Performance Steel Plate Girders

    Azizinamini, Atorod / Sause, Richard | Transportation Research Record | 2000


    Cold Curving Steel Bridge Girders

    Gergess, Antoine N. | Online Contents | 2008


    Fire Performance of Continuous Steel-Concrete Composite Bridge Girders

    Zhang, Gang / Song, Chaojie / Li, Xuyang et al. | Springer Verlag | 2021


    Large Studs for Composite Action in Steel Bridge Girders

    Kakish, Hussam F. / Splittgerber, Darin L. / Baishya, Mantu C. et al. | Transportation Research Record | 1999