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    Experimental and Parametric Study of Circular Short Columns Confined with CFRP Composites

    Source: Journal of Composites for Construction:;2009:;Volume ( 013 ):;issue: 002
    Author:
    Mohsen A. Issa
    ,
    Rajai Z. Alrousan
    ,
    Moussa A. Issa
    DOI: 10.1061/(ASCE)1090-0268(2009)13:2(135)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an experimental and nonlinear finite-element analysis (NLFEA) results of circular short reinforced concrete (RC) columns confined externally with carbon fiber-reinforced polymers (CFRP) subjected to pure axial loading. The experimental program involves the fabrication and testing of 55 specimens wrapped with different number and configuration of CFRP sheet layers in the transverse and longitudinal directions. In addition, the columns were modeled using NLFEA. After reasonable validation of NLFEA with the experimental test results of companion columns and available technical literature results, NLFEA was expanded to provide a parametric study of 96 columns that correlates the ultimate axial stress of CFRP-confined RC columns to unconfined strength of concrete
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      Experimental and Parametric Study of Circular Short Columns Confined with CFRP Composites

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    http://yetl.yabesh.ir/yetl1/handle/yetl/54581
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    contributor authorMohsen A. Issa
    contributor authorRajai Z. Alrousan
    contributor authorMoussa A. Issa
    date accessioned2017-05-08T21:31:11Z
    date available2017-05-08T21:31:11Z
    date copyrightApril 2009
    date issued2009
    identifier other%28asce%291090-0268%282009%2913%3A2%28135%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54581
    description abstractThis paper presents an experimental and nonlinear finite-element analysis (NLFEA) results of circular short reinforced concrete (RC) columns confined externally with carbon fiber-reinforced polymers (CFRP) subjected to pure axial loading. The experimental program involves the fabrication and testing of 55 specimens wrapped with different number and configuration of CFRP sheet layers in the transverse and longitudinal directions. In addition, the columns were modeled using NLFEA. After reasonable validation of NLFEA with the experimental test results of companion columns and available technical literature results, NLFEA was expanded to provide a parametric study of 96 columns that correlates the ultimate axial stress of CFRP-confined RC columns to unconfined strength of concrete
    publisherAmerican Society of Civil Engineers
    titleExperimental and Parametric Study of Circular Short Columns Confined with CFRP Composites
    typeJournal Paper
    journal volume13
    journal issue2
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)1090-0268(2009)13:2(135)
    treeJournal of Composites for Construction:;2009:;Volume ( 013 ):;issue: 002
    contenttypeFulltext
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