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    Shear Strengthening of RC Beams with Externally Bonded FRP Composites: Effect of Strip-Width-to-Strip-Spacing Ratio

    Source: Journal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 005
    Author:
    Amir Mofidi
    ,
    Omar Chaallal
    DOI: 10.1061/(ASCE)CC.1943-5614.0000219
    Publisher: American Society of Civil Engineers
    Abstract: The results of an experimental and analytical investigation of shear strengthening of reinforced concrete (RC) beams with externally bonded (EB) fiber-reinforced polymer (FRP) strips and sheets are presented, with emphasis on the effect of the strip-width-to-strip-spacing ratio on the contribution of FRP (
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      Shear Strengthening of RC Beams with Externally Bonded FRP Composites: Effect of Strip-Width-to-Strip-Spacing Ratio

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    http://yetl.yabesh.ir/yetl1/handle/yetl/57346
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    contributor authorAmir Mofidi
    contributor authorOmar Chaallal
    date accessioned2017-05-08T21:36:24Z
    date available2017-05-08T21:36:24Z
    date copyrightOctober 2011
    date issued2011
    identifier other%28asce%29cc%2E1943-5614%2E0000222.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57346
    description abstractThe results of an experimental and analytical investigation of shear strengthening of reinforced concrete (RC) beams with externally bonded (EB) fiber-reinforced polymer (FRP) strips and sheets are presented, with emphasis on the effect of the strip-width-to-strip-spacing ratio on the contribution of FRP (
    publisherAmerican Society of Civil Engineers
    titleShear Strengthening of RC Beams with Externally Bonded FRP Composites: Effect of Strip-Width-to-Strip-Spacing Ratio
    typeJournal Paper
    journal volume15
    journal issue5
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000219
    treeJournal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 005
    contenttypeFulltext
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