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    Shear Performance of RC Bridge Girders Reinforced with Carbon FRP Stirrups

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 001
    Author:
    Ehab A. Ahmed
    ,
    Ehab F. El-Salakawy
    ,
    Brahim Benmokrane
    DOI: 10.1061/(ASCE)BE.1943-5592.0000035
    Publisher: American Society of Civil Engineers
    Abstract: One of the main components in girder-type bridges is bridge girder. This paper presents experimental data on the behavior and shear strength of concrete bridge girders reinforced with carbon fiber-reinforced polymer (CFRP) stirrups. A total of four large-scale reinforced concrete beams with a total length of 7,000 mm and a T-shaped cross section were constructed and tested up to failure. The test variables were the type and ratio of shear reinforcement (stirrups). The test beams included three beams reinforced with sand-coated CFRP stirrups of 9.5-mm-diameter spaced at
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      Shear Performance of RC Bridge Girders Reinforced with Carbon FRP Stirrups

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    http://yetl.yabesh.ir/yetl1/handle/yetl/56562
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    contributor authorEhab A. Ahmed
    contributor authorEhab F. El-Salakawy
    contributor authorBrahim Benmokrane
    date accessioned2017-05-08T21:34:43Z
    date available2017-05-08T21:34:43Z
    date copyrightJanuary 2010
    date issued2010
    identifier other%28asce%29be%2E1943-5592%2E0000037.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56562
    description abstractOne of the main components in girder-type bridges is bridge girder. This paper presents experimental data on the behavior and shear strength of concrete bridge girders reinforced with carbon fiber-reinforced polymer (CFRP) stirrups. A total of four large-scale reinforced concrete beams with a total length of 7,000 mm and a T-shaped cross section were constructed and tested up to failure. The test variables were the type and ratio of shear reinforcement (stirrups). The test beams included three beams reinforced with sand-coated CFRP stirrups of 9.5-mm-diameter spaced at
    publisherAmerican Society of Civil Engineers
    titleShear Performance of RC Bridge Girders Reinforced with Carbon FRP Stirrups
    typeJournal Paper
    journal volume15
    journal issue1
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000035
    treeJournal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 001
    contenttypeFulltext
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