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    Shear Behavior of CFRP Prestressed Concrete T-Beams

    Source: Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 002
    Author:
    Payam Nabipay
    ,
    Dagmar Svecova
    DOI: 10.1061/(ASCE)CC.1943-5614.0000450
    Publisher: American Society of Civil Engineers
    Abstract: This paper contributes to the scarce research available regarding the shear behavior of carbon fiber–reinforced polymer (CFRP) prestressed concrete beams. The beams were subjected to four-point bending and tested with different shear span to depth (
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      Shear Behavior of CFRP Prestressed Concrete T-Beams

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    http://yetl.yabesh.ir/yetl1/handle/yetl/57598
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    contributor authorPayam Nabipay
    contributor authorDagmar Svecova
    date accessioned2017-05-08T21:37:09Z
    date available2017-05-08T21:37:09Z
    date copyrightApril 2014
    date issued2014
    identifier other%28asce%29cc%2E1943-5614%2E0000453.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57598
    description abstractThis paper contributes to the scarce research available regarding the shear behavior of carbon fiber–reinforced polymer (CFRP) prestressed concrete beams. The beams were subjected to four-point bending and tested with different shear span to depth (
    publisherAmerican Society of Civil Engineers
    titleShear Behavior of CFRP Prestressed Concrete T-Beams
    typeJournal Paper
    journal volume18
    journal issue2
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000450
    treeJournal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 002
    contenttypeFulltext
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