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    Load-Deflection Analysis of FRP Reinforced Concrete Flexural Members

    Source: Journal of Composites for Construction:;2000:;Volume ( 004 ):;issue: 004
    Author:
    M. A. Aiello
    ,
    L. Ombres
    DOI: 10.1061/(ASCE)1090-0268(2000)4:4(164)
    Publisher: American Society of Civil Engineers
    Abstract: This paper is devoted to the deformability investigation of concrete flexural members reinforced with fiber-reinforced polymer (FRP) rebars. The analysis is carried out both theoretically, by means of a general procedure derived from a cracking analysis founded on slip and bond stresses, and experimentally, by means of flexural tests on aramid FRP reinforced concrete beams. Predictions of the general procedure are compared with both those furnished by models usually adopted for the analysis of FRP reinforced concrete structures and available experimental results. Finally, results of comparisons are discussed to demonstrate the effectiveness of model predictions and their applicability for design purposes.
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      Load-Deflection Analysis of FRP Reinforced Concrete Flexural Members

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    http://yetl.yabesh.ir/yetl1/handle/yetl/54070
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    contributor authorM. A. Aiello
    contributor authorL. Ombres
    date accessioned2017-05-08T21:30:24Z
    date available2017-05-08T21:30:24Z
    date copyrightNovember 2000
    date issued2000
    identifier other%28asce%291090-0268%282000%294%3A4%28164%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54070
    description abstractThis paper is devoted to the deformability investigation of concrete flexural members reinforced with fiber-reinforced polymer (FRP) rebars. The analysis is carried out both theoretically, by means of a general procedure derived from a cracking analysis founded on slip and bond stresses, and experimentally, by means of flexural tests on aramid FRP reinforced concrete beams. Predictions of the general procedure are compared with both those furnished by models usually adopted for the analysis of FRP reinforced concrete structures and available experimental results. Finally, results of comparisons are discussed to demonstrate the effectiveness of model predictions and their applicability for design purposes.
    publisherAmerican Society of Civil Engineers
    titleLoad-Deflection Analysis of FRP Reinforced Concrete Flexural Members
    typeJournal Paper
    journal volume4
    journal issue4
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)1090-0268(2000)4:4(164)
    treeJournal of Composites for Construction:;2000:;Volume ( 004 ):;issue: 004
    contenttypeFulltext
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