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    Flexural Performance of UHPC Beams with Externally Prestressed Plain CFRP Tendons

    Source: Journal of Composites for Construction:;2025:;Volume ( 029 ):;issue: 006::page 04025043-1
    Author:
    Xu, Qizhi
    ,
    Tan, Yuqing
    ,
    Lu, Kaiwei
    ,
    Sebastian, Wendel
    ,
    Wang, Jingquan
    DOI: 10.1061/JCCOF2.CCENG-5153
    Publisher: American Society of Civil Engineers
    Abstract: Abstract This paper reports the flexural performance of ultrahigh-performance concrete (UHPC) beams externally prestressed with carbon fiber–reinforced polymer (CFRP) tendons. To consider the influence of concrete strengths, prestressing levels, and ...
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      Flexural Performance of UHPC Beams with Externally Prestressed Plain CFRP Tendons

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314537
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    contributor authorXu, Qizhi
    contributor authorTan, Yuqing
    contributor authorLu, Kaiwei
    contributor authorSebastian, Wendel
    contributor authorWang, Jingquan
    date accessioned2026-08-20T21:29:13Z
    date available2026-08-20T21:29:13Z
    date copyright2025/08/21
    date issued2025
    identifier otherJCCOF2.CCENG-5153.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314537
    description abstractAbstract This paper reports the flexural performance of ultrahigh-performance concrete (UHPC) beams externally prestressed with carbon fiber–reinforced polymer (CFRP) tendons. To consider the influence of concrete strengths, prestressing levels, and ...
    publisherAmerican Society of Civil Engineers
    titleFlexural Performance of UHPC Beams with Externally Prestressed Plain CFRP Tendons
    typeJournal Article
    journal volume29
    journal issue6
    journal titleJournal of Composites for Construction
    identifier doi10.1061/JCCOF2.CCENG-5153
    journal fristpage04025043-1
    journal lastpage04025043-15
    page15
    treeJournal of Composites for Construction:;2025:;Volume ( 029 ):;issue: 006
    contenttypeFulltext
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