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    Fatigue Behavior of Carbon Fiber Reinforced Polymer-Strengthened Reinforced Concrete Bridge Girders

    Source: Journal of Composites for Construction:;2004:;Volume ( 008 ):;issue: 006
    Author:
    John Aidoo
    ,
    Kent A. Harries
    ,
    Michael F. Petrou
    DOI: 10.1061/(ASCE)1090-0268(2004)8:6(501)
    Publisher: American Society of Civil Engineers
    Abstract: This study examines the effects of one-dimensional fiber-reinforced polymer (FRP) composite rehabilitation systems on the flexural fatigue performance of reinforced concrete bridge girders. Eight
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      Fatigue Behavior of Carbon Fiber Reinforced Polymer-Strengthened Reinforced Concrete Bridge Girders

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    http://yetl.yabesh.ir/yetl1/handle/yetl/54269
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    • Journal of Composites for Construction

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    contributor authorJohn Aidoo
    contributor authorKent A. Harries
    contributor authorMichael F. Petrou
    date accessioned2017-05-08T21:30:41Z
    date available2017-05-08T21:30:41Z
    date copyrightDecember 2004
    date issued2004
    identifier other%28asce%291090-0268%282004%298%3A6%28501%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54269
    description abstractThis study examines the effects of one-dimensional fiber-reinforced polymer (FRP) composite rehabilitation systems on the flexural fatigue performance of reinforced concrete bridge girders. Eight
    publisherAmerican Society of Civil Engineers
    titleFatigue Behavior of Carbon Fiber Reinforced Polymer-Strengthened Reinforced Concrete Bridge Girders
    typeJournal Paper
    journal volume8
    journal issue6
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)1090-0268(2004)8:6(501)
    treeJournal of Composites for Construction:;2004:;Volume ( 008 ):;issue: 006
    contenttypeFulltext
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