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    Axial Tensile and Bond Anchorage Tests of CRB600H Steel Bars after Straightening and Natural Minor Corrosion

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 009::page 04025300-1
    Author:
    Chen, Meng
    ,
    Zhang, Meixiang
    ,
    Liu, Xiaohai
    ,
    Qian, Hui
    ,
    Luo, Zhongtao
    DOI: 10.1061/JMCEE7.MTENG-19847
    Publisher: American Society of Civil Engineers
    Abstract: AbstractBond anchorage behaviors, mechanical properties, and weight deviation of CRB600H steel bars after straightening and natural minor corrosion were studied and analyzed, and corrosion levels ranged from 0.1% to 2.1%. The maximum negative deviation of ...
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      Axial Tensile and Bond Anchorage Tests of CRB600H Steel Bars after Straightening and Natural Minor Corrosion

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4312164
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    • Journal of Materials in Civil Engineering

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    contributor authorChen, Meng
    contributor authorZhang, Meixiang
    contributor authorLiu, Xiaohai
    contributor authorQian, Hui
    contributor authorLuo, Zhongtao
    date accessioned2026-08-20T11:24:56Z
    date available2026-08-20T11:24:56Z
    date copyright2025/06/28
    date issued2025
    identifier otherJMCEE7.MTENG-19847.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312164
    description abstractAbstractBond anchorage behaviors, mechanical properties, and weight deviation of CRB600H steel bars after straightening and natural minor corrosion were studied and analyzed, and corrosion levels ranged from 0.1% to 2.1%. The maximum negative deviation of ...
    publisherAmerican Society of Civil Engineers
    titleAxial Tensile and Bond Anchorage Tests of CRB600H Steel Bars after Straightening and Natural Minor Corrosion
    typeJournal Article
    journal volume37
    journal issue9
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-19847
    journal fristpage04025300-1
    journal lastpage04025300-9
    page9
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 009
    contenttypeFulltext
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