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    Behavior of CFRP-Prestressed Concrete Beams under Sustained Load at Low Temperature

    Source: Journal of Cold Regions Engineering:;2013:;Volume ( 027 ):;issue: 001
    Author:
    Reza Saiedi
    ,
    Mark F. Green
    ,
    Amir Fam
    DOI: 10.1061/(ASCE)CR.1943-5495.0000045
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of precast concrete beams prestressed using carbon fiber-reinforced polymer (CFRP) rods was studied under the combined effects of sustained load and low temperature. Three 13-year-old concrete T-beams were tested, including two with CFRP rods stressed to different levels and one with steel prestressing strands. Test beams were exposed to
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      Behavior of CFRP-Prestressed Concrete Beams under Sustained Load at Low Temperature

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    http://yetl.yabesh.ir/yetl1/handle/yetl/59388
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    contributor authorReza Saiedi
    contributor authorMark F. Green
    contributor authorAmir Fam
    date accessioned2017-05-08T21:41:18Z
    date available2017-05-08T21:41:18Z
    date copyrightMarch 2013
    date issued2013
    identifier other%28asce%29cr%2E1943-5495%2E0000055.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59388
    description abstractThe behavior of precast concrete beams prestressed using carbon fiber-reinforced polymer (CFRP) rods was studied under the combined effects of sustained load and low temperature. Three 13-year-old concrete T-beams were tested, including two with CFRP rods stressed to different levels and one with steel prestressing strands. Test beams were exposed to
    publisherAmerican Society of Civil Engineers
    titleBehavior of CFRP-Prestressed Concrete Beams under Sustained Load at Low Temperature
    typeJournal Paper
    journal volume27
    journal issue1
    journal titleJournal of Cold Regions Engineering
    identifier doi10.1061/(ASCE)CR.1943-5495.0000045
    treeJournal of Cold Regions Engineering:;2013:;Volume ( 027 ):;issue: 001
    contenttypeFulltext
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