Web buckling and ultimate strength of composite plate girders subjected to shear and bending

Aliakbar Hayatdavoodi, Nandivaram Elumalai Shanmugam

    Research output: Contribution to journalArticle

    3 Citations (Scopus)

    Abstract

    The paper is concerned with ultimate load behavior of steel-concrete composite plate girders subjected to combined action of shear and bending. An analytical method is presented to predict the interactive response of the girder. The method considers the tension field action in the plate girder web panel and shear failure of concrete slab. The method is approximate and can be applied to composite plate girders at the preliminary stages of design. Strength of composite plate girders is investigated by varying the moment/shear ratio. It is shown that ultimate load capacity of composite plate girder is influenced by moment/shear ratio. The predicted results are compared with the corresponding finite-element values.

    Original languageEnglish
    Article number1450047
    JournalInternational Journal of Structural Stability and Dynamics
    Volume15
    Issue number2
    DOIs
    Publication statusPublished - 16 Mar 2015

    Fingerprint

    Composite Plates
    Beams and girders
    Buckling
    Composite materials
    Moment
    Concrete slabs
    Analytical Methods
    Steel
    Concretes
    Finite Element
    Predict

    Keywords

    • Composite action
    • finite-element method
    • moment-shear interaction
    • plate girders
    • post-buckling
    • ultimate loads

    ASJC Scopus subject areas

    • Mechanical Engineering
    • Civil and Structural Engineering
    • Aerospace Engineering
    • Ocean Engineering
    • Building and Construction
    • Applied Mathematics

    Cite this

    Web buckling and ultimate strength of composite plate girders subjected to shear and bending. / Hayatdavoodi, Aliakbar; Shanmugam, Nandivaram Elumalai.

    In: International Journal of Structural Stability and Dynamics, Vol. 15, No. 2, 1450047, 16.03.2015.

    Research output: Contribution to journalArticle

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