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.


    Zugriff

    Zugriff prüfen

    Verfügbarkeit in meiner Bibliothek prüfen

    Bestellung bei Subito €


    Exportieren, teilen und zitieren



    Titel :

    Flexural Capacity Accounting for SBHS500 Steel of Composite Bridge Girders


    Weitere Titelangaben:

    Lecture Notes in Civil Engineering


    Beteiligte:
    Ha-Minh, Cuong (Herausgeber:in) / Dao, Dong Van (Herausgeber:in) / Benboudjema, Farid (Herausgeber:in) / Derrible, Sybil (Herausgeber:in) / Huynh, Dat Vu Khoa (Herausgeber:in) / Tang, Anh Minh (Herausgeber:in) / Duc, Dang Viet (Autor:in) / Okui, Yoshiaki (Autor:in)


    Erscheinungsdatum :

    11.10.2019


    Format / Umfang :

    6 pages





    Medientyp :

    Aufsatz/Kapitel (Buch)


    Format :

    Elektronische Ressource


    Sprache :

    Englisch




    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


    Large Studs for Composite Action in Steel Bridge Girders

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


    Fire Performance of Continuous Steel-Concrete Composite Bridge Girders

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