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    CFRP Prestressed High-Strength Concrete Prisms Subjected to Direct Tension

    Source: Journal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 006
    Author:
    Shahryar Davoudi
    ,
    Hugues Vogel
    ,
    Dagmar Svecova
    ,
    Catalin Gheorghiu
    DOI: 10.1061/(ASCE)1090-0268(2008)12:6(588)
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the behavior of carbon fiber-reinforced polymer (CFRP) prestressed high-strength concrete prisms under direct tension. Seven prestressed concrete prisms with different levels of prestressing were cast and tested. Prisms were
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      CFRP Prestressed High-Strength Concrete Prisms Subjected to Direct Tension

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    http://yetl.yabesh.ir/yetl1/handle/yetl/54559
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    contributor authorShahryar Davoudi
    contributor authorHugues Vogel
    contributor authorDagmar Svecova
    contributor authorCatalin Gheorghiu
    date accessioned2017-05-08T21:31:09Z
    date available2017-05-08T21:31:09Z
    date copyrightDecember 2008
    date issued2008
    identifier other%28asce%291090-0268%282008%2912%3A6%28588%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54559
    description abstractThis paper describes the behavior of carbon fiber-reinforced polymer (CFRP) prestressed high-strength concrete prisms under direct tension. Seven prestressed concrete prisms with different levels of prestressing were cast and tested. Prisms were
    publisherAmerican Society of Civil Engineers
    titleCFRP Prestressed High-Strength Concrete Prisms Subjected to Direct Tension
    typeJournal Paper
    journal volume12
    journal issue6
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)1090-0268(2008)12:6(588)
    treeJournal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 006
    contenttypeFulltext
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