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    Normalized Test for Prediction of Debonding Failure in Concrete Elements Strengthened with CFRP

    Source: Journal of Composites for Construction:;2006:;Volume ( 010 ):;issue: 006
    Author:
    G. Ramos
    ,
    J. R. Casas
    ,
    A. Alarcón
    DOI: 10.1061/(ASCE)1090-0268(2006)10:6(509)
    Publisher: American Society of Civil Engineers
    Abstract: This work presents the results of an experimental research program, carried out at the Technical University of Catalonia, to study the debonding behavior of carbon fiber-reinforced polymers (CFRPs) used to strengthen beams in bending. The research is a part of a program that aims to study the strengthening of concrete bridges (both monolithic and segmental) using CFRPs. The overall objective of this paper is to present the results obtained from bond tests performed on material-scale specimens and full-scale tests performed on monolithic and segmental beams. A normalized test is proposed to obtain a more reliable estimate of the debonding strain of CFRPs, which may govern the design of CFRP-strengthened concrete structures. The test is proposed to supplement available design models, as the formula of
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      Normalized Test for Prediction of Debonding Failure in Concrete Elements Strengthened with CFRP

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    contributor authorG. Ramos
    contributor authorJ. R. Casas
    contributor authorA. Alarcón
    date accessioned2017-05-08T21:30:55Z
    date available2017-05-08T21:30:55Z
    date copyrightDecember 2006
    date issued2006
    identifier other%28asce%291090-0268%282006%2910%3A6%28509%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54407
    description abstractThis work presents the results of an experimental research program, carried out at the Technical University of Catalonia, to study the debonding behavior of carbon fiber-reinforced polymers (CFRPs) used to strengthen beams in bending. The research is a part of a program that aims to study the strengthening of concrete bridges (both monolithic and segmental) using CFRPs. The overall objective of this paper is to present the results obtained from bond tests performed on material-scale specimens and full-scale tests performed on monolithic and segmental beams. A normalized test is proposed to obtain a more reliable estimate of the debonding strain of CFRPs, which may govern the design of CFRP-strengthened concrete structures. The test is proposed to supplement available design models, as the formula of
    publisherAmerican Society of Civil Engineers
    titleNormalized Test for Prediction of Debonding Failure in Concrete Elements Strengthened with CFRP
    typeJournal Paper
    journal volume10
    journal issue6
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)1090-0268(2006)10:6(509)
    treeJournal of Composites for Construction:;2006:;Volume ( 010 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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