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    Partial Interaction Model of Flexural Behavior of PVA Fiber–Reinforced Concrete Beams with GFRP Bars

    Source: Journal of Composites for Construction:;2018:;Volume ( 022 ):;issue: 005
    Author:
    Xie T.;Mohamed Ali M. S.;Visintin P.;Oehlers D. J.;Sheikh A. H.
    DOI: 10.1061/(ASCE)CC.1943-5614.0000878
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes experimental and analytical investigations on a highly durable composite structural system comprising polyvinyl alcohol (PVA) fiber-reinforced concrete (PVA-FRC) reinforced with glass fiber-reinforced polymer (GFRP) bars. To aid in the development of a design guideline for this novel composite beam system, a generic analytical approach that is equally applicable to both conventional concrete and FRC beams reinforced with steel or FRP rebar is applied. Predicted load-deflection and load-crack width responses are compared to the experimental results, showing very good correlation for the flexural behavior of PVA fiber–reinforced concrete members.
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      Partial Interaction Model of Flexural Behavior of PVA Fiber–Reinforced Concrete Beams with GFRP Bars

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    contributor authorXie T.;Mohamed Ali M. S.;Visintin P.;Oehlers D. J.;Sheikh A. H.
    date accessioned2019-02-26T07:38:51Z
    date available2019-02-26T07:38:51Z
    date issued2018
    identifier other%28ASCE%29CC.1943-5614.0000878.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248483
    description abstractThis paper describes experimental and analytical investigations on a highly durable composite structural system comprising polyvinyl alcohol (PVA) fiber-reinforced concrete (PVA-FRC) reinforced with glass fiber-reinforced polymer (GFRP) bars. To aid in the development of a design guideline for this novel composite beam system, a generic analytical approach that is equally applicable to both conventional concrete and FRC beams reinforced with steel or FRP rebar is applied. Predicted load-deflection and load-crack width responses are compared to the experimental results, showing very good correlation for the flexural behavior of PVA fiber–reinforced concrete members.
    publisherAmerican Society of Civil Engineers
    titlePartial Interaction Model of Flexural Behavior of PVA Fiber–Reinforced Concrete Beams with GFRP Bars
    typeJournal Paper
    journal volume22
    journal issue5
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000878
    page4018043
    treeJournal of Composites for Construction:;2018:;Volume ( 022 ):;issue: 005
    contenttypeFulltext
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