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    Tensile Capacity of GFRP Postinstalled Adhesive Anchors in Concrete

    Source: Journal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 006
    Author:
    Ehab A. Ahmed
    ,
    Ehab F. El-Salakawy
    ,
    Brahim Benmokrane
    DOI: 10.1061/(ASCE)1090-0268(2008)12:6(596)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of an experimental study conducted on the pullout capacity of glass fiber reinforced polymer (GFRP) postinstalled adhesive anchors embedded in concrete. A total of 90 adhesive anchors were installed using sand-coated GFRP reinforcing bars and tested under monotonic tension loading in accordance with ASTM E-488-96 in 1996. The test parameters were: (1) the GFRP bar diameter (25.4, 15.9, and
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      Tensile Capacity of GFRP Postinstalled Adhesive Anchors in Concrete

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    http://yetl.yabesh.ir/yetl1/handle/yetl/54560
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    contributor authorEhab A. Ahmed
    contributor authorEhab F. El-Salakawy
    contributor authorBrahim Benmokrane
    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%28596%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54560
    description abstractThis paper presents the results of an experimental study conducted on the pullout capacity of glass fiber reinforced polymer (GFRP) postinstalled adhesive anchors embedded in concrete. A total of 90 adhesive anchors were installed using sand-coated GFRP reinforcing bars and tested under monotonic tension loading in accordance with ASTM E-488-96 in 1996. The test parameters were: (1) the GFRP bar diameter (25.4, 15.9, and
    publisherAmerican Society of Civil Engineers
    titleTensile Capacity of GFRP Postinstalled Adhesive Anchors in Concrete
    typeJournal Paper
    journal volume12
    journal issue6
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)1090-0268(2008)12:6(596)
    treeJournal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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