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    Bond Enhancement for FRP Pile Repair in Tidal Waters

    Source: Journal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 003
    Author:
    Danny Winters
    ,
    Gray Mullins
    ,
    Rajan Sen
    ,
    Andy Schrader
    ,
    Michael Stokes
    DOI: 10.1061/(ASCE)1090-0268(2008)12:3(334)
    Publisher: American Society of Civil Engineers
    Abstract: Vacuum bagging and pressure bagging are established techniques used by the composites industry for fabricating components. This paper describes a study that explored the adaptation of these techniques for improving the FRP-concrete bond in the repair of partially submerged piles. Prototype vacuum bagging and pressure bagging systems were developed and bond improvement assessed from results of pullout tests on full size piles repaired under simulated tide in the laboratory. Pressure bagging gave better bond and was found to be simpler because it did not require an airtight seal. A field demonstration project was conducted in which pressure bagging was used in combination with two different GFRP systems to repair two corroding piles supporting the Friendship Trails Bridge across Tampa Bay. Inspection of the postcured wrap showed no evidence of air voids. The study demonstrates that techniques developed by the composites industry may be readily adapted to provide effective and inexpensive means for improving FRP-concrete bond.
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      Bond Enhancement for FRP Pile Repair in Tidal Waters

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    http://yetl.yabesh.ir/yetl1/handle/yetl/54532
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    contributor authorDanny Winters
    contributor authorGray Mullins
    contributor authorRajan Sen
    contributor authorAndy Schrader
    contributor authorMichael Stokes
    date accessioned2017-05-08T21:31:06Z
    date available2017-05-08T21:31:06Z
    date copyrightJune 2008
    date issued2008
    identifier other%28asce%291090-0268%282008%2912%3A3%28334%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54532
    description abstractVacuum bagging and pressure bagging are established techniques used by the composites industry for fabricating components. This paper describes a study that explored the adaptation of these techniques for improving the FRP-concrete bond in the repair of partially submerged piles. Prototype vacuum bagging and pressure bagging systems were developed and bond improvement assessed from results of pullout tests on full size piles repaired under simulated tide in the laboratory. Pressure bagging gave better bond and was found to be simpler because it did not require an airtight seal. A field demonstration project was conducted in which pressure bagging was used in combination with two different GFRP systems to repair two corroding piles supporting the Friendship Trails Bridge across Tampa Bay. Inspection of the postcured wrap showed no evidence of air voids. The study demonstrates that techniques developed by the composites industry may be readily adapted to provide effective and inexpensive means for improving FRP-concrete bond.
    publisherAmerican Society of Civil Engineers
    titleBond Enhancement for FRP Pile Repair in Tidal Waters
    typeJournal Paper
    journal volume12
    journal issue3
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)1090-0268(2008)12:3(334)
    treeJournal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 003
    contenttypeFulltext
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