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    Strengthening of Reinforced Concrete Bridge Columns with FRP Wrap

    Source: Practice Periodical on Structural Design and Construction:;2006:;Volume ( 011 ):;issue: 004
    Author:
    Sidney A. Guralnick
    ,
    Lukito Gunawan
    DOI: 10.1061/(ASCE)1084-0680(2006)11:4(218)
    Publisher: American Society of Civil Engineers
    Abstract: A compressive strength model for confined concrete wrapped with fiber-reinforced polymer (FRP) has been developed which is an extension of Mohr’s strength theory. This model explicitly relates the confined compressive stress,
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      Strengthening of Reinforced Concrete Bridge Columns with FRP Wrap

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    http://yetl.yabesh.ir/yetl1/handle/yetl/49239
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    contributor authorSidney A. Guralnick
    contributor authorLukito Gunawan
    date accessioned2017-05-08T21:22:55Z
    date available2017-05-08T21:22:55Z
    date copyrightNovember 2006
    date issued2006
    identifier other%28asce%291084-0680%282006%2911%3A4%28218%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49239
    description abstractA compressive strength model for confined concrete wrapped with fiber-reinforced polymer (FRP) has been developed which is an extension of Mohr’s strength theory. This model explicitly relates the confined compressive stress,
    publisherAmerican Society of Civil Engineers
    titleStrengthening of Reinforced Concrete Bridge Columns with FRP Wrap
    typeJournal Paper
    journal volume11
    journal issue4
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)1084-0680(2006)11:4(218)
    treePractice Periodical on Structural Design and Construction:;2006:;Volume ( 011 ):;issue: 004
    contenttypeFulltext
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