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    Characterization of Steel Wire– and Carbon/Glass Hybrid Fiber–Reinforced Polymer Bars in Compression

    Source: Journal of Composites for Construction:;2023:;Volume ( 027 ):;issue: 005::page 04023040-1
    Author:
    Tao Zhang
    ,
    Danying Gao
    ,
    Chengcheng Xue
    DOI: 10.1061/JCCOF2.CCENG-4170
    Publisher: ASCE
    Abstract: This paper reports on the compressive properties of a new steel wire– and carbon/glass hybrid fiber–reinforced polymer (S-CG HFRP) bar. The influence of the carbon and glass fiber volume proportion (Vc/Vg), steel wire replacement ratio (Vs), fiber volume ratio (Vf), fiber arrangement, and ratio of the unbraced length to the bar diameter (Lu/d) on the compressive behavior of the S-CG HFRP bars was experimentally investigated. The failure mechanisms were analyzed, revealing that the failure mode changed from fiber microbuckling to fiber macrobuckling with an increase in Lu/d. Adding steel wires resulted in a decrease in the compressive modulus of the S-CG HFRP bars. The compressive strength of the S-CG HFRP bars was not effectively improved by adding steel wires or carbon fibers and was governed by the Lu/d ratio. The results showed that the compressive modulus and strength of the S-CG HFRP bars were approximately 90% and 28% of their tensile modulus and strength, respectively. Finally, the relationship between the compressive and tensile properties of the S-CG HFRP bars was established. Simplified empirical equations were proposed to estimate the compressive strengths of S-CG HFRP bars with different Lu/d ratios.
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      Characterization of Steel Wire– and Carbon/Glass Hybrid Fiber–Reinforced Polymer Bars in Compression

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4293387
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    contributor authorTao Zhang
    contributor authorDanying Gao
    contributor authorChengcheng Xue
    date accessioned2023-11-27T23:13:11Z
    date available2023-11-27T23:13:11Z
    date issued10/1/2023 12:00:00 AM
    date issued2023-10-01
    identifier otherJCCOF2.CCENG-4170.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293387
    description abstractThis paper reports on the compressive properties of a new steel wire– and carbon/glass hybrid fiber–reinforced polymer (S-CG HFRP) bar. The influence of the carbon and glass fiber volume proportion (Vc/Vg), steel wire replacement ratio (Vs), fiber volume ratio (Vf), fiber arrangement, and ratio of the unbraced length to the bar diameter (Lu/d) on the compressive behavior of the S-CG HFRP bars was experimentally investigated. The failure mechanisms were analyzed, revealing that the failure mode changed from fiber microbuckling to fiber macrobuckling with an increase in Lu/d. Adding steel wires resulted in a decrease in the compressive modulus of the S-CG HFRP bars. The compressive strength of the S-CG HFRP bars was not effectively improved by adding steel wires or carbon fibers and was governed by the Lu/d ratio. The results showed that the compressive modulus and strength of the S-CG HFRP bars were approximately 90% and 28% of their tensile modulus and strength, respectively. Finally, the relationship between the compressive and tensile properties of the S-CG HFRP bars was established. Simplified empirical equations were proposed to estimate the compressive strengths of S-CG HFRP bars with different Lu/d ratios.
    publisherASCE
    titleCharacterization of Steel Wire– and Carbon/Glass Hybrid Fiber–Reinforced Polymer Bars in Compression
    typeJournal Article
    journal volume27
    journal issue5
    journal titleJournal of Composites for Construction
    identifier doi10.1061/JCCOF2.CCENG-4170
    journal fristpage04023040-1
    journal lastpage04023040-16
    page16
    treeJournal of Composites for Construction:;2023:;Volume ( 027 ):;issue: 005
    contenttypeFulltext
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