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    Deflection Calculation of Damaged RC Beams Strengthened with a BFRP Grid–Reinforced ECC Matrix

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 011::page 04025197-1
    Author:
    Deng, Langni
    ,
    Dai, Wei
    ,
    Zhou, Zheng
    ,
    Zou, Yiqing
    ,
    Shi, Wei
    ,
    Jin, Zuquan
    ,
    Zhong, Qingyu
    DOI: 10.1061/JSENDH.STENG-14170
    Publisher: American Society of Civil Engineers
    Abstract: AbstractAs an innovative high-performance composite material, basalt fiber–reinforced polymer (BFRP) grid–reinforced engineered cementitious composite (ECC) effectively leverages the superior mechanical properties of both BFRP grids and ECC. This ...
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      Deflection Calculation of Damaged RC Beams Strengthened with a BFRP Grid–Reinforced ECC Matrix

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4313296
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    contributor authorDeng, Langni
    contributor authorDai, Wei
    contributor authorZhou, Zheng
    contributor authorZou, Yiqing
    contributor authorShi, Wei
    contributor authorJin, Zuquan
    contributor authorZhong, Qingyu
    date accessioned2026-08-20T12:15:57Z
    date available2026-08-20T12:15:57Z
    date copyright2025/09/15
    date issued2025
    identifier otherJSENDH.STENG-14170.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313296
    description abstractAbstractAs an innovative high-performance composite material, basalt fiber–reinforced polymer (BFRP) grid–reinforced engineered cementitious composite (ECC) effectively leverages the superior mechanical properties of both BFRP grids and ECC. This ...
    publisherAmerican Society of Civil Engineers
    titleDeflection Calculation of Damaged RC Beams Strengthened with a BFRP Grid–Reinforced ECC Matrix
    typeJournal Article
    journal volume151
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-14170
    journal fristpage04025197-1
    journal lastpage04025197-14
    page14
    treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 011
    contenttypeFulltext
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