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    FRCM Strengthening of Corrosion-Damaged RC Beams Subjected to Monotonic and Cyclic Loading

    Source: Journal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 001::page 04021063
    Author:
    John Bressan
    ,
    Faouzi Ghrib
    ,
    Amr El Ragaby
    DOI: 10.1061/(ASCE)CC.1943-5614.0001180
    Publisher: ASCE
    Abstract: An experimental investigation assessed the effectiveness of carbon and polyparaphenylene benzobisoxazole (PBO) fabric-reinforced cementitious matrix (C-FRCM and PBO-FRCM) systems in rehabilitating reinforced concrete beams affected by corrosion of the tensile steel reinforcement. Thirteen reinforced concrete beam specimens were tested using a four-point bending setup under monotonic and cyclic loading. The FRCM strengthening of the corrosion-damaged specimens significantly increased the yield and ultimate capacity. The FRCM composites efficiency was demonstrated under cyclic loading; the restoration of the beams’ strength is maintained over the cyclic life. The FRCM strengthening systems were capable of extending the cyclic life up to five times in comparison with nonstrengthened control beam. The rehabilitated beams maintained their stiffness during the cyclic loading, indicating that FRCM-strengthening systems efficiently resist cyclic loads.
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      FRCM Strengthening of Corrosion-Damaged RC Beams Subjected to Monotonic and Cyclic Loading

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4282839
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    contributor authorJohn Bressan
    contributor authorFaouzi Ghrib
    contributor authorAmr El Ragaby
    date accessioned2022-05-07T20:44:48Z
    date available2022-05-07T20:44:48Z
    date issued2022-2-1
    identifier other(ASCE)CC.1943-5614.0001180.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282839
    description abstractAn experimental investigation assessed the effectiveness of carbon and polyparaphenylene benzobisoxazole (PBO) fabric-reinforced cementitious matrix (C-FRCM and PBO-FRCM) systems in rehabilitating reinforced concrete beams affected by corrosion of the tensile steel reinforcement. Thirteen reinforced concrete beam specimens were tested using a four-point bending setup under monotonic and cyclic loading. The FRCM strengthening of the corrosion-damaged specimens significantly increased the yield and ultimate capacity. The FRCM composites efficiency was demonstrated under cyclic loading; the restoration of the beams’ strength is maintained over the cyclic life. The FRCM strengthening systems were capable of extending the cyclic life up to five times in comparison with nonstrengthened control beam. The rehabilitated beams maintained their stiffness during the cyclic loading, indicating that FRCM-strengthening systems efficiently resist cyclic loads.
    publisherASCE
    titleFRCM Strengthening of Corrosion-Damaged RC Beams Subjected to Monotonic and Cyclic Loading
    typeJournal Paper
    journal volume26
    journal issue1
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0001180
    journal fristpage04021063
    journal lastpage04021063-17
    page17
    treeJournal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 001
    contenttypeFulltext
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