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    Flexural Strengthening of RC Beams with Externally Bonded CFRP Systems: Test Results and 3D Nonlinear FE Analysis

    Source: Journal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 002
    Author:
    Renata Kotynia
    ,
    Hussien Abdel Baky
    ,
    Kenneth W. Neale
    ,
    Usama A. Ebead
    DOI: 10.1061/(ASCE)1090-0268(2008)12:2(190)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents experimental results and a numerical analysis of the reinforced concrete (RC) beams strengthened in flexure with various externally bonded carbon fiber-reinforced polymer (CFRP) configurations. The aim of the experimental work was to investigate the parameters that may delay the intermediate crack debonding of the bottom CFRP laminate, and increase the load carrying capacity and CFRP strength utilization ratio. Ten rectangular RC specimens with a clear span of
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      Flexural Strengthening of RC Beams with Externally Bonded CFRP Systems: Test Results and 3D Nonlinear FE Analysis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/54517
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    contributor authorRenata Kotynia
    contributor authorHussien Abdel Baky
    contributor authorKenneth W. Neale
    contributor authorUsama A. Ebead
    date accessioned2017-05-08T21:31:04Z
    date available2017-05-08T21:31:04Z
    date copyrightApril 2008
    date issued2008
    identifier other%28asce%291090-0268%282008%2912%3A2%28190%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54517
    description abstractThis paper presents experimental results and a numerical analysis of the reinforced concrete (RC) beams strengthened in flexure with various externally bonded carbon fiber-reinforced polymer (CFRP) configurations. The aim of the experimental work was to investigate the parameters that may delay the intermediate crack debonding of the bottom CFRP laminate, and increase the load carrying capacity and CFRP strength utilization ratio. Ten rectangular RC specimens with a clear span of
    publisherAmerican Society of Civil Engineers
    titleFlexural Strengthening of RC Beams with Externally Bonded CFRP Systems: Test Results and 3D Nonlinear FE Analysis
    typeJournal Paper
    journal volume12
    journal issue2
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)1090-0268(2008)12:2(190)
    treeJournal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 002
    contenttypeFulltext
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