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    Retrofitting of Severely Shear-Damaged Concrete T-Beams Using Externally Bonded Composites and Mechanical End Anchorage

    Source: Journal of Composites for Construction:;2012:;Volume ( 016 ):;issue: 006
    Author:
    Tamer El-Maaddawy
    ,
    Yousef Chekfeh
    DOI: 10.1061/(ASCE)CC.1943-5614.0000299
    Publisher: American Society of Civil Engineers
    Abstract: The effectiveness of using an externally bonded carbon-fiber-reinforced polymer (EB-CFRP) system with mechanical end anchorage to retrofit severely shear-damaged reinforced concrete (RC) beams is examined in this paper. A total of 14 tests were performed on eight RC beams with a
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      Retrofitting of Severely Shear-Damaged Concrete T-Beams Using Externally Bonded Composites and Mechanical End Anchorage

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    http://yetl.yabesh.ir/yetl1/handle/yetl/57435
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    contributor authorTamer El-Maaddawy
    contributor authorYousef Chekfeh
    date accessioned2017-05-08T21:36:35Z
    date available2017-05-08T21:36:35Z
    date copyrightDecember 2012
    date issued2012
    identifier other%28asce%29cc%2E1943-5614%2E0000302.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57435
    description abstractThe effectiveness of using an externally bonded carbon-fiber-reinforced polymer (EB-CFRP) system with mechanical end anchorage to retrofit severely shear-damaged reinforced concrete (RC) beams is examined in this paper. A total of 14 tests were performed on eight RC beams with a
    publisherAmerican Society of Civil Engineers
    titleRetrofitting of Severely Shear-Damaged Concrete T-Beams Using Externally Bonded Composites and Mechanical End Anchorage
    typeJournal Paper
    journal volume16
    journal issue6
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000299
    treeJournal of Composites for Construction:;2012:;Volume ( 016 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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