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    Effect of Friction on Shear Connection in Composite Bridge Beams

    Source: Journal of Bridge Engineering:;2000:;Volume ( 005 ):;issue: 002
    Author:
    Deric J. Oehlers
    ,
    Rudolf Seracino
    ,
    Michael F. Yeo
    DOI: 10.1061/(ASCE)1084-0702(2000)5:2(91)
    Publisher: American Society of Civil Engineers
    Abstract: In the design of new composite steel and concrete bridge beams, the shear connectors are assumed to transmit all of the longitudinal shear forces at the interface between the concrete slab and the steel beam. However, in practice, the forces on the shear connectors are modified by friction resistances at the interface. The effect of friction on the fatigue endurance of shear connectors is first illustrated through a specially developed finite-element analysis procedure. Then a simple mathematical assessment model is proposed that allows for the beneficial effect of friction on the fatigue endurance of shear connectors in composite steel and concrete bridge beams. This procedure can extend the design life of the shear connectors in existing composite bridge beams, as it can be used to estimate their remaining endurance and their remaining strength and, if necessary, to determine the effect of remedial work on increasing the endurance of the shear connectors.
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      Effect of Friction on Shear Connection in Composite Bridge Beams

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    contributor authorDeric J. Oehlers
    contributor authorRudolf Seracino
    contributor authorMichael F. Yeo
    date accessioned2017-05-08T21:24:47Z
    date available2017-05-08T21:24:47Z
    date copyrightMay 2000
    date issued2000
    identifier other%28asce%291084-0702%282000%295%3A2%2891%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50488
    description abstractIn the design of new composite steel and concrete bridge beams, the shear connectors are assumed to transmit all of the longitudinal shear forces at the interface between the concrete slab and the steel beam. However, in practice, the forces on the shear connectors are modified by friction resistances at the interface. The effect of friction on the fatigue endurance of shear connectors is first illustrated through a specially developed finite-element analysis procedure. Then a simple mathematical assessment model is proposed that allows for the beneficial effect of friction on the fatigue endurance of shear connectors in composite steel and concrete bridge beams. This procedure can extend the design life of the shear connectors in existing composite bridge beams, as it can be used to estimate their remaining endurance and their remaining strength and, if necessary, to determine the effect of remedial work on increasing the endurance of the shear connectors.
    publisherAmerican Society of Civil Engineers
    titleEffect of Friction on Shear Connection in Composite Bridge Beams
    typeJournal Paper
    journal volume5
    journal issue2
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2000)5:2(91)
    treeJournal of Bridge Engineering:;2000:;Volume ( 005 ):;issue: 002
    contenttypeFulltext
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