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    Stiffness and Strength Evaluations of a Shear Connection System for FRP Bridge Decks to Steel Girders

    Source: Journal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 003
    Author:
    Julio F. Davalos
    ,
    An Chen
    ,
    Bin Zou
    DOI: 10.1061/(ASCE)CC.1943-5614.0000162
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports on research investigating a nongrouted sleeve-type connection used to attach fiber-reinforced polymer (FRP) decks to steel girders. The connection system was investigated for stiffness, strength, fatigue resistance, and degree of composite action. Static and fatigue tests were conducted first at the component level on push-out specimens to obtain
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      Stiffness and Strength Evaluations of a Shear Connection System for FRP Bridge Decks to Steel Girders

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    http://yetl.yabesh.ir/yetl1/handle/yetl/57283
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    contributor authorJulio F. Davalos
    contributor authorAn Chen
    contributor authorBin Zou
    date accessioned2017-05-08T21:36:17Z
    date available2017-05-08T21:36:17Z
    date copyrightJune 2011
    date issued2011
    identifier other%28asce%29cc%2E1943-5614%2E0000165.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57283
    description abstractThis paper reports on research investigating a nongrouted sleeve-type connection used to attach fiber-reinforced polymer (FRP) decks to steel girders. The connection system was investigated for stiffness, strength, fatigue resistance, and degree of composite action. Static and fatigue tests were conducted first at the component level on push-out specimens to obtain
    publisherAmerican Society of Civil Engineers
    titleStiffness and Strength Evaluations of a Shear Connection System for FRP Bridge Decks to Steel Girders
    typeJournal Paper
    journal volume15
    journal issue3
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000162
    treeJournal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 003
    contenttypeFulltext
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