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    Testing, Analysis, and Evaluation of a GFRP Deck on Steel Girders

    Source: Journal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 004
    Author:
    William B. Stiller
    ,
    Janos Gergely
    ,
    Rodger Rochelle
    DOI: 10.1061/(ASCE)1084-0702(2006)11:4(394)
    Publisher: American Society of Civil Engineers
    Abstract: North Carolina has recently installed a fiber-reinforced polymer (FRP) deck on steel girders at a site in Union County. The bridge was instrumented with foil strain gauges, strain transducers, and displacement transducers. The bridge was then tested with a simulated MS-22.5 design load. Experimental data confirmed full composite interaction between the girders and the FRP deck panels. The neutral axis was measured to be
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      Testing, Analysis, and Evaluation of a GFRP Deck on Steel Girders

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    contributor authorWilliam B. Stiller
    contributor authorJanos Gergely
    contributor authorRodger Rochelle
    date accessioned2017-05-08T21:25:30Z
    date available2017-05-08T21:25:30Z
    date copyrightJuly 2006
    date issued2006
    identifier other%28asce%291084-0702%282006%2911%3A4%28394%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50933
    description abstractNorth Carolina has recently installed a fiber-reinforced polymer (FRP) deck on steel girders at a site in Union County. The bridge was instrumented with foil strain gauges, strain transducers, and displacement transducers. The bridge was then tested with a simulated MS-22.5 design load. Experimental data confirmed full composite interaction between the girders and the FRP deck panels. The neutral axis was measured to be
    publisherAmerican Society of Civil Engineers
    titleTesting, Analysis, and Evaluation of a GFRP Deck on Steel Girders
    typeJournal Paper
    journal volume11
    journal issue4
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2006)11:4(394)
    treeJournal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 004
    contenttypeFulltext
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