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

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    %28asce%291084-0702%282006%2911%3A4%28443%29.pdf (818.2Kb)
    Date
    2006
    Author
    Hwai-Chung Wu
    Gongkang Fu
    Ronald F. Gibson
    An Yan
    Kraig Warnemuende
    Vijay Anumandla
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    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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    http://yetl.yabesh.ir/yetl/handle/yetl/50938
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