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    Realistic Bond Strength of FRP Rebars in NSC from Beam Specimens

    Source: Journal of Aerospace Engineering:;2007:;Volume ( 020 ):;issue: 003
    Author:
    Roman Okelo
    DOI: 10.1061/(ASCE)0893-1321(2007)20:3(133)
    Publisher: American Society of Civil Engineers
    Abstract: The bond strength of reinforcing bars in concrete is a prerequisite for the evaluation of the development length in reinforced concrete structures. This study concerns these phenomena for fiber reinforced polymer (FRP) rebars in normal strength concrete (NSC). Three different types of rebars were tested using the beam specimen: Carbon, glass, and steel. This involved a total of 26 beam specimens containing 10, 16, and
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      Realistic Bond Strength of FRP Rebars in NSC from Beam Specimens

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    http://yetl.yabesh.ir/yetl1/handle/yetl/45091
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    contributor authorRoman Okelo
    date accessioned2017-05-08T21:16:19Z
    date available2017-05-08T21:16:19Z
    date copyrightJuly 2007
    date issued2007
    identifier other%28asce%290893-1321%282007%2920%3A3%28133%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45091
    description abstractThe bond strength of reinforcing bars in concrete is a prerequisite for the evaluation of the development length in reinforced concrete structures. This study concerns these phenomena for fiber reinforced polymer (FRP) rebars in normal strength concrete (NSC). Three different types of rebars were tested using the beam specimen: Carbon, glass, and steel. This involved a total of 26 beam specimens containing 10, 16, and
    publisherAmerican Society of Civil Engineers
    titleRealistic Bond Strength of FRP Rebars in NSC from Beam Specimens
    typeJournal Paper
    journal volume20
    journal issue3
    journal titleJournal of Aerospace Engineering
    identifier doi10.1061/(ASCE)0893-1321(2007)20:3(133)
    treeJournal of Aerospace Engineering:;2007:;Volume ( 020 ):;issue: 003
    contenttypeFulltext
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