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    Punching Shear Behavior of Two-Way Slabs Reinforced with FRP Shear Reinforcement

    Source: Journal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 001
    Author:
    Mohamed Hassan
    ,
    Ehab A. Ahmed
    ,
    Brahim Benmokrane
    DOI: 10.1061/(ASCE)CC.1943-5614.0000493
    Publisher: American Society of Civil Engineers
    Abstract: This study investigated the punching shear behavior of two-way concrete slabs with glass-fiber-reinforced polymer (GFRP) bars as flexural reinforcement and FRP stirrups (glass or carbon) as shear reinforcement. A total of 10 full-scale interior slab-column specimens measuring
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      Punching Shear Behavior of Two-Way Slabs Reinforced with FRP Shear Reinforcement

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    http://yetl.yabesh.ir/yetl1/handle/yetl/72222
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    contributor authorMohamed Hassan
    contributor authorEhab A. Ahmed
    contributor authorBrahim Benmokrane
    date accessioned2017-05-08T22:08:39Z
    date available2017-05-08T22:08:39Z
    date copyrightFebruary 2015
    date issued2015
    identifier other32864355.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72222
    description abstractThis study investigated the punching shear behavior of two-way concrete slabs with glass-fiber-reinforced polymer (GFRP) bars as flexural reinforcement and FRP stirrups (glass or carbon) as shear reinforcement. A total of 10 full-scale interior slab-column specimens measuring
    publisherAmerican Society of Civil Engineers
    titlePunching Shear Behavior of Two-Way Slabs Reinforced with FRP Shear Reinforcement
    typeJournal Paper
    journal volume19
    journal issue1
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000493
    treeJournal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 001
    contenttypeFulltext
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