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    Analysis of the Flexural Behavior of Partially Bonded FRP Strengthened Concrete Beams

    Source: Journal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 004
    Author:
    Han Tae Choi
    ,
    Jeffrey S. West
    ,
    Khaled A. Soudki
    DOI: 10.1061/(ASCE)1090-0268(2008)12:4(375)
    Publisher: American Society of Civil Engineers
    Abstract: An investigation was conducted on the flexural behavior of partially bonded fiber-reinforced polymer (FRP) strengthened concrete beams focusing on the improvement of ductility. An analytical model was developed based on the curvature approach to predict the behavior of beams strengthened with partially bonded FRP systems. The result of the analysis showed that ductility of the partially bonded system was improved while sustaining high load carrying capacity in comparison to the fully bonded system. To verify the analytical model, an experimental program was carried out with reinforced concrete beams strengthened with the externally bonded FRP system. A comparison of the analytical prediction and experimental results showed good agreement.
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      Analysis of the Flexural Behavior of Partially Bonded FRP Strengthened Concrete Beams

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    contributor authorHan Tae Choi
    contributor authorJeffrey S. West
    contributor authorKhaled A. Soudki
    date accessioned2017-05-08T21:31:06Z
    date available2017-05-08T21:31:06Z
    date copyrightAugust 2008
    date issued2008
    identifier other%28asce%291090-0268%282008%2912%3A4%28375%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54536
    description abstractAn investigation was conducted on the flexural behavior of partially bonded fiber-reinforced polymer (FRP) strengthened concrete beams focusing on the improvement of ductility. An analytical model was developed based on the curvature approach to predict the behavior of beams strengthened with partially bonded FRP systems. The result of the analysis showed that ductility of the partially bonded system was improved while sustaining high load carrying capacity in comparison to the fully bonded system. To verify the analytical model, an experimental program was carried out with reinforced concrete beams strengthened with the externally bonded FRP system. A comparison of the analytical prediction and experimental results showed good agreement.
    publisherAmerican Society of Civil Engineers
    titleAnalysis of the Flexural Behavior of Partially Bonded FRP Strengthened Concrete Beams
    typeJournal Paper
    journal volume12
    journal issue4
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)1090-0268(2008)12:4(375)
    treeJournal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 004
    contenttypeFulltext
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