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    Behavior of CFRP-Prestressed Concrete Beams under High-Cycle Fatigue at Low Temperature

    Source: Journal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 004
    Author:
    Reza Saiedi
    ,
    Amir Fam
    ,
    Mark F. Green
    DOI: 10.1061/(ASCE)CC.1943-5614.0000190
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the behavior of concrete beams prestressed with carbon fiber-reinforced polymer (CFRP) rods under high-cycle fatigue at low temperature. Seven precast T-beams were tested, including five beams prestressed to various levels with the CFRP rods and two beams with conventional steel strands. All beams had a history of sustained loading. Some beams were directly loaded monotonically to failure as control specimens. Other beams were subjected to three million cycles of flexural loading, either at room temperature or at
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      Behavior of CFRP-Prestressed Concrete Beams under High-Cycle Fatigue at Low Temperature

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    contributor authorReza Saiedi
    contributor authorAmir Fam
    contributor authorMark F. Green
    date accessioned2017-05-08T21:36:20Z
    date available2017-05-08T21:36:20Z
    date copyrightAugust 2011
    date issued2011
    identifier other%28asce%29cc%2E1943-5614%2E0000193.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57315
    description abstractThis paper investigates the behavior of concrete beams prestressed with carbon fiber-reinforced polymer (CFRP) rods under high-cycle fatigue at low temperature. Seven precast T-beams were tested, including five beams prestressed to various levels with the CFRP rods and two beams with conventional steel strands. All beams had a history of sustained loading. Some beams were directly loaded monotonically to failure as control specimens. Other beams were subjected to three million cycles of flexural loading, either at room temperature or at
    publisherAmerican Society of Civil Engineers
    titleBehavior of CFRP-Prestressed Concrete Beams under High-Cycle Fatigue at Low Temperature
    typeJournal Paper
    journal volume15
    journal issue4
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000190
    treeJournal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 004
    contenttypeFulltext
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