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    Development of FRP Reinforcement Guidelines for Prestressed Concrete Structures

    Source: Journal of Composites for Construction:;1997:;Volume ( 001 ):;issue: 004
    Author:
    Jeremy M. Gilstrap
    ,
    Chad R. Burke
    ,
    Daniel M. Dowden
    ,
    Charles W. Dolan
    DOI: 10.1061/(ASCE)1090-0268(1997)1:4(131)
    Publisher: American Society of Civil Engineers
    Abstract: Several national programs define the testing protocols and design guidelines for fiber reinforced polymer (FRP) reinforcement in concrete structures. This paper offers a review of these documents, comparing the materials testing and design philosophies for FRP reinforcement of different working groups. The work references Canadian, European, and Japanese efforts to codify these materials and assess the relative merits of each approach. The emphasis is on prestressing applications since the demands for sustained load capacity and full bond are more severe than for reinforced concrete.
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      Development of FRP Reinforcement Guidelines for Prestressed Concrete Structures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/53980
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    contributor authorJeremy M. Gilstrap
    contributor authorChad R. Burke
    contributor authorDaniel M. Dowden
    contributor authorCharles W. Dolan
    date accessioned2017-05-08T21:30:15Z
    date available2017-05-08T21:30:15Z
    date copyrightNovember 1997
    date issued1997
    identifier other%28asce%291090-0268%281997%291%3A4%28131%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53980
    description abstractSeveral national programs define the testing protocols and design guidelines for fiber reinforced polymer (FRP) reinforcement in concrete structures. This paper offers a review of these documents, comparing the materials testing and design philosophies for FRP reinforcement of different working groups. The work references Canadian, European, and Japanese efforts to codify these materials and assess the relative merits of each approach. The emphasis is on prestressing applications since the demands for sustained load capacity and full bond are more severe than for reinforced concrete.
    publisherAmerican Society of Civil Engineers
    titleDevelopment of FRP Reinforcement Guidelines for Prestressed Concrete Structures
    typeJournal Paper
    journal volume1
    journal issue4
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)1090-0268(1997)1:4(131)
    treeJournal of Composites for Construction:;1997:;Volume ( 001 ):;issue: 004
    contenttypeFulltext
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