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    Durability of Bridge Deck with FRP Stay-in-Place Structural Forms under Freeze-Thaw Cycles

    Source: Journal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 004
    Author:
    Raouf Boles
    ,
    Mark Nelson
    ,
    Amir Fam
    DOI: 10.1061/(ASCE)CC.1943-5614.0000531
    Publisher: American Society of Civil Engineers
    Abstract: This study examines the effect of aggressive freeze-thaw (FT) cyclic exposure on strength and integrity of bridge decks built using glass fiber-reinforced polymer (GFRP) stay-in-place (SIP) structural forms that completely replace the bottom rebar layers. The concern has been whether entrapped moisture may cause
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      Durability of Bridge Deck with FRP Stay-in-Place Structural Forms under Freeze-Thaw Cycles

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    https://yetl.yabesh.ir/yetl1/handle/yetl/83189
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    contributor authorRaouf Boles
    contributor authorMark Nelson
    contributor authorAmir Fam
    date accessioned2017-05-08T22:35:25Z
    date available2017-05-08T22:35:25Z
    date copyrightAugust 2015
    date issued2015
    identifier other50845713.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83189
    description abstractThis study examines the effect of aggressive freeze-thaw (FT) cyclic exposure on strength and integrity of bridge decks built using glass fiber-reinforced polymer (GFRP) stay-in-place (SIP) structural forms that completely replace the bottom rebar layers. The concern has been whether entrapped moisture may cause
    publisherAmerican Society of Civil Engineers
    titleDurability of Bridge Deck with FRP Stay-in-Place Structural Forms under Freeze-Thaw Cycles
    typeJournal Paper
    journal volume19
    journal issue4
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000531
    treeJournal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 004
    contenttypeFulltext
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