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    Effect of FRP Wrapping on Fatigue Bond Behavior of Spliced Concrete Beams

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 001
    Author:
    Rayed Alyousef
    ,
    Tim Topper
    ,
    Adil Al-Mayah
    DOI: 10.1061/(ASCE)CC.1943-5614.0000588
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the first phase of an ongoing research program at University of Waterloo to study the effect of external fiber-reinforced polymer (FRP) sheet wrap confinement along a lap splice of reinforced concrete (RC) beams on their fatigue bond strength. Fatigue loading of RC beams containing a lap splice resulted in an increase in the number and width of cracks, an increase in deflection, and a decrease of the bond strength between the steel rebar and the surrounding concrete. The phase of the research described here consists of monotonic and fatigue tests of sixteen reinforced concrete beam with dimensions
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      Effect of FRP Wrapping on Fatigue Bond Behavior of Spliced Concrete Beams

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    contributor authorRayed Alyousef
    contributor authorTim Topper
    contributor authorAdil Al-Mayah
    date accessioned2017-05-08T22:29:43Z
    date available2017-05-08T22:29:43Z
    date copyrightFebruary 2016
    date issued2016
    identifier other46826429.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81525
    description abstractThis paper presents the first phase of an ongoing research program at University of Waterloo to study the effect of external fiber-reinforced polymer (FRP) sheet wrap confinement along a lap splice of reinforced concrete (RC) beams on their fatigue bond strength. Fatigue loading of RC beams containing a lap splice resulted in an increase in the number and width of cracks, an increase in deflection, and a decrease of the bond strength between the steel rebar and the surrounding concrete. The phase of the research described here consists of monotonic and fatigue tests of sixteen reinforced concrete beam with dimensions
    publisherAmerican Society of Civil Engineers
    titleEffect of FRP Wrapping on Fatigue Bond Behavior of Spliced Concrete Beams
    typeJournal Paper
    journal volume20
    journal issue1
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000588
    treeJournal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 001
    contenttypeFulltext
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