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    Externally Bonded FRP for Service-Life Extension of RC Infrastructure

    Source: Journal of Infrastructure Systems:;2000:;Volume ( 006 ):;issue: 001
    Author:
    J. F. Bonacci
    ,
    M. Maalej
    DOI: 10.1061/(ASCE)1076-0342(2000)6:1(41)
    Publisher: American Society of Civil Engineers
    Abstract: Although the concept of repairing and strengthening reinforced concrete (RC) structures using steel plate reinforcement has been established for more than 30 years, today there is an increasing trend toward the use of externally bonded fiber-reinforced polymer (FRP) composites, such as glass FRP and carbon FRP. This paper summarizes the results of a comprehensive survey of field applications of both steel plates and FRP composites as external reinforcement for the life extension of deteriorating RC flexural members. A literature review conducted to assess the need for infrastructure rehabilitation suggests that the problem with structurally deficient or obsolete structures is one of large magnitude needing immediate attention. Based on the collective findings from a survey of field applications, a review of literature on the state of the infrastructure and a database of laboratory studies, a list of research priorities is compiled for further studies investigating the use of FRP composites as external reinforcement for RC flexural members. Overall, it is concluded that future research on the application of FRP to RC members should focus on conditions that are more similar to what is observed in the field.
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      Externally Bonded FRP for Service-Life Extension of RC Infrastructure

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    http://yetl.yabesh.ir/yetl1/handle/yetl/48110
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    contributor authorJ. F. Bonacci
    contributor authorM. Maalej
    date accessioned2017-05-08T21:21:10Z
    date available2017-05-08T21:21:10Z
    date copyrightMarch 2000
    date issued2000
    identifier other%28asce%291076-0342%282000%296%3A1%2841%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48110
    description abstractAlthough the concept of repairing and strengthening reinforced concrete (RC) structures using steel plate reinforcement has been established for more than 30 years, today there is an increasing trend toward the use of externally bonded fiber-reinforced polymer (FRP) composites, such as glass FRP and carbon FRP. This paper summarizes the results of a comprehensive survey of field applications of both steel plates and FRP composites as external reinforcement for the life extension of deteriorating RC flexural members. A literature review conducted to assess the need for infrastructure rehabilitation suggests that the problem with structurally deficient or obsolete structures is one of large magnitude needing immediate attention. Based on the collective findings from a survey of field applications, a review of literature on the state of the infrastructure and a database of laboratory studies, a list of research priorities is compiled for further studies investigating the use of FRP composites as external reinforcement for RC flexural members. Overall, it is concluded that future research on the application of FRP to RC members should focus on conditions that are more similar to what is observed in the field.
    publisherAmerican Society of Civil Engineers
    titleExternally Bonded FRP for Service-Life Extension of RC Infrastructure
    typeJournal Paper
    journal volume6
    journal issue1
    journal titleJournal of Infrastructure Systems
    identifier doi10.1061/(ASCE)1076-0342(2000)6:1(41)
    treeJournal of Infrastructure Systems:;2000:;Volume ( 006 ):;issue: 001
    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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