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    Durability of FRP Composite Bridge Deck Materials under Freeze-Thaw and Low Temperature Conditions

    Source: Journal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 004
    Author:
    Hwai-Chung Wu
    ,
    Gongkang Fu
    ,
    Ronald F. Gibson
    ,
    An Yan
    ,
    Kraig Warnemuende
    ,
    Vijay Anumandla
    DOI: 10.1061/(ASCE)1084-0702(2006)11:4(443)
    Publisher: American Society of Civil Engineers
    Abstract: Fiber-reinforced polymer (FRP) composites, especially lightweight sandwich structures, are rapidly finding their way into civil infrastructure application. FRP composite panels are particularly attractive as bridge deck systems due to their high strength, low density, and durability, which are of importance to the bridge industry. Most of the vast amount of durability data for FRP has been generated for aerospace and automotive applications, which involve very different service conditions than civil infrastructure. For civil engineering applications, it is essential to examine the durability performance of FRP materials under weathering conditions. The ultimate goal of this research is to develop a reliable framework for durability assessment of FRP decks, including laboratory testing procedure and finite-element simulation capability. Such a framework should be applicable to all types of FRP deck construction. In this paper, specimens of typical FRP bridge deck skin materials are subjected to freeze-thaw cycling between 4.4 and
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      Durability of FRP Composite Bridge Deck Materials under Freeze-Thaw and Low Temperature Conditions

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/50938
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    • Journal of Bridge Engineering

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    contributor authorHwai-Chung Wu
    contributor authorGongkang Fu
    contributor authorRonald F. Gibson
    contributor authorAn Yan
    contributor authorKraig Warnemuende
    contributor authorVijay Anumandla
    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%28443%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50938
    description abstractFiber-reinforced polymer (FRP) composites, especially lightweight sandwich structures, are rapidly finding their way into civil infrastructure application. FRP composite panels are particularly attractive as bridge deck systems due to their high strength, low density, and durability, which are of importance to the bridge industry. Most of the vast amount of durability data for FRP has been generated for aerospace and automotive applications, which involve very different service conditions than civil infrastructure. For civil engineering applications, it is essential to examine the durability performance of FRP materials under weathering conditions. The ultimate goal of this research is to develop a reliable framework for durability assessment of FRP decks, including laboratory testing procedure and finite-element simulation capability. Such a framework should be applicable to all types of FRP deck construction. In this paper, specimens of typical FRP bridge deck skin materials are subjected to freeze-thaw cycling between 4.4 and
    publisherAmerican Society of Civil Engineers
    titleDurability of FRP Composite Bridge Deck Materials under Freeze-Thaw and Low Temperature Conditions
    typeJournal Paper
    journal volume11
    journal issue4
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2006)11:4(443)
    treeJournal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 004
    contenttypeFulltext
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