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    Macrocell Effect on Chloride Threshold Value and Corrosion Rate of Steel Bar in Simulated Concrete Pore Solution

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 012::page 04023436-1
    Author:
    Jiaqi Li
    ,
    Jianbo Xiong
    ,
    Zhihong Fan
    ,
    Zhenjiang Gu
    ,
    Mengzhu Chen
    ,
    Li Sun
    ,
    Haibing Zheng
    ,
    Weihua Li
    DOI: 10.1061/JMCEE7.MTENG-15509
    Publisher: ASCE
    Abstract: In this work, the influence of the area ratio of the low corrosion probability area (prone to becoming cathode) and high corrosion probability area (prone to becoming anode) on the initiation of macrocell corrosion of a steel bar in a simulated pore solution was investigated, along with the depassivation mechanism under the macrocell effect. Meanwhile, the set cathode-to-anode area ratio (SC/A) and the actual cathode-to-anode (pitted) area ratio (SC/A′) after corrosion initiation were compared. The results reveal that the increase in SC/A not only increases the corrosion current density but also promotes corrosion initiation drastically. A pronounced positive shift was observed at high SC/A in the initiation phase due to intensified chloride adsorption and the double-layer effect on the passive film of the anodic steel bar. The chloride threshold value (CTV) could be reduced to 42% of the original time in the simulated concrete pore solution, and the pit depth was increased by up to 124% due to the macrocell effect. In addition, the actual corrosion area (Sact) is much smaller than the set anode area (SA) because the corrosion area created by chloride ions is tiny, resulting in SC/A′ being higher than SC/A.
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      Macrocell Effect on Chloride Threshold Value and Corrosion Rate of Steel Bar in Simulated Concrete Pore Solution

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4296107
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    • Journal of Materials in Civil Engineering

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    contributor authorJiaqi Li
    contributor authorJianbo Xiong
    contributor authorZhihong Fan
    contributor authorZhenjiang Gu
    contributor authorMengzhu Chen
    contributor authorLi Sun
    contributor authorHaibing Zheng
    contributor authorWeihua Li
    date accessioned2024-04-27T20:51:19Z
    date available2024-04-27T20:51:19Z
    date issued2023/12/01
    identifier other10.1061-JMCEE7.MTENG-15509.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296107
    description abstractIn this work, the influence of the area ratio of the low corrosion probability area (prone to becoming cathode) and high corrosion probability area (prone to becoming anode) on the initiation of macrocell corrosion of a steel bar in a simulated pore solution was investigated, along with the depassivation mechanism under the macrocell effect. Meanwhile, the set cathode-to-anode area ratio (SC/A) and the actual cathode-to-anode (pitted) area ratio (SC/A′) after corrosion initiation were compared. The results reveal that the increase in SC/A not only increases the corrosion current density but also promotes corrosion initiation drastically. A pronounced positive shift was observed at high SC/A in the initiation phase due to intensified chloride adsorption and the double-layer effect on the passive film of the anodic steel bar. The chloride threshold value (CTV) could be reduced to 42% of the original time in the simulated concrete pore solution, and the pit depth was increased by up to 124% due to the macrocell effect. In addition, the actual corrosion area (Sact) is much smaller than the set anode area (SA) because the corrosion area created by chloride ions is tiny, resulting in SC/A′ being higher than SC/A.
    publisherASCE
    titleMacrocell Effect on Chloride Threshold Value and Corrosion Rate of Steel Bar in Simulated Concrete Pore Solution
    typeJournal Article
    journal volume35
    journal issue12
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-15509
    journal fristpage04023436-1
    journal lastpage04023436-13
    page13
    treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 012
    contenttypeFulltext
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