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    Connection of Concrete Railing Post and Bridge Deck with Internal FRP Reinforcement

    Source: Journal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 001
    Author:
    Fabio Matta
    ,
    Antonio Nanni
    DOI: 10.1061/(ASCE)1084-0702(2009)14:1(66)
    Publisher: American Society of Civil Engineers
    Abstract: The use of fiber-reinforced polymer (FRP) reinforcement is a practical alternative to conventional steel bars in concrete bridge decks, safety appurtenances, and connections thereof, as it eliminates corrosion of the steel reinforcement. Due to their tailorability and light weight, FRP materials also lend themselves to the development of prefabricated systems that improve constructability and speed of installation. These advantages have been demonstrated in the construction of an off-system bridge, where prefabricated cages of glass FRP bars were used for the open-post railings. This paper presents the results of full-scale static tests on two candidate post–deck connections to assess compliance with strength criteria at the component (connection) level, as mandated by the
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      Connection of Concrete Railing Post and Bridge Deck with Internal FRP Reinforcement

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    contributor authorFabio Matta
    contributor authorAntonio Nanni
    date accessioned2017-05-08T21:25:50Z
    date available2017-05-08T21:25:50Z
    date copyrightJanuary 2009
    date issued2009
    identifier other%28asce%291084-0702%282009%2914%3A1%2866%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51172
    description abstractThe use of fiber-reinforced polymer (FRP) reinforcement is a practical alternative to conventional steel bars in concrete bridge decks, safety appurtenances, and connections thereof, as it eliminates corrosion of the steel reinforcement. Due to their tailorability and light weight, FRP materials also lend themselves to the development of prefabricated systems that improve constructability and speed of installation. These advantages have been demonstrated in the construction of an off-system bridge, where prefabricated cages of glass FRP bars were used for the open-post railings. This paper presents the results of full-scale static tests on two candidate post–deck connections to assess compliance with strength criteria at the component (connection) level, as mandated by the
    publisherAmerican Society of Civil Engineers
    titleConnection of Concrete Railing Post and Bridge Deck with Internal FRP Reinforcement
    typeJournal Paper
    journal volume14
    journal issue1
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2009)14:1(66)
    treeJournal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 001
    contenttypeFulltext
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