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    Ductility Degradation of Weathering Steel Q345 after Exposure to Hydrochloric-Acid Corrosion Dependent on Pitting Damage

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 011::page 04022304
    Author:
    Wenjing Qiao
    ,
    Hao Zhang
    ,
    Fan Yang
    ,
    Zhiguo Liu
    DOI: 10.1061/(ASCE)MT.1943-5533.0004427
    Publisher: ASCE
    Abstract: This paper investigated stress flow in weathering steel Q345 after strong acid corrosion. In total, 27 specimens were immersed in 36% industrial hydrochloric acid for 0, 1, 2, 4, 8, 12, 24, 48, and 72 h, respectively. A three-dimensional noncontact laser scanner was used to measure geometric parameters of pits on the surface of the steel. The influence on ductile crack initiation in steel under the pit was investigated through tensile testing and finite-element simulation, which obtained the relationship among depth-diameter ratio, depth ratio, and stress triaxiality. Based on analysis of 65 finite-element models, the equivalent ductile fracture criterion of strong-corrosion steel per corrosion times was proposed. The results showed that the depth-to-diameter ratio of pits increased linearly with pit depth, whereas the depth ratio of pits increased nonlinearly with corrosion time extending. After 24 h of corrosion, the depth ratio of pits in weathering steel Q345 showed an inflection point where the growth rate was relatively slow. When corrosion time reached 72 h, the depth-diameter ratio and depth ratio of the maximum pit was 0.74 and 0.01, respectively. With the development of the depth-to-diameter ratio, the stress triaxiality inside corrosion steel increased; meanwhile, the equivalent plastic fracture strain decreased, which accelerated internal crack initiation. For pits in weathering steel Q345 with a depth-diameter ratio of 0.40–0.80, stress triaxiality increased from 0.56 to 1.23. Finally, the elongation of corrosion steel degraded gradually. By comparing test values, formula values, and finite-element values, fracture strain errors were all less than 5%. These data show that the equivalent ductile fracture criterion can accurately simulate the ductile degradation in weathering steel Q345 after hydrochloric-acid corrosion. The research results can provide a theoretical basis and application reference for strong-corrosion protection ways of weathering steel Q345 after hydrochloric-acid corrosion.
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      Ductility Degradation of Weathering Steel Q345 after Exposure to Hydrochloric-Acid Corrosion Dependent on Pitting Damage

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    contributor authorWenjing Qiao
    contributor authorHao Zhang
    contributor authorFan Yang
    contributor authorZhiguo Liu
    date accessioned2022-12-27T20:41:03Z
    date available2022-12-27T20:41:03Z
    date issued2022/11/01
    identifier other(ASCE)MT.1943-5533.0004427.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4287799
    description abstractThis paper investigated stress flow in weathering steel Q345 after strong acid corrosion. In total, 27 specimens were immersed in 36% industrial hydrochloric acid for 0, 1, 2, 4, 8, 12, 24, 48, and 72 h, respectively. A three-dimensional noncontact laser scanner was used to measure geometric parameters of pits on the surface of the steel. The influence on ductile crack initiation in steel under the pit was investigated through tensile testing and finite-element simulation, which obtained the relationship among depth-diameter ratio, depth ratio, and stress triaxiality. Based on analysis of 65 finite-element models, the equivalent ductile fracture criterion of strong-corrosion steel per corrosion times was proposed. The results showed that the depth-to-diameter ratio of pits increased linearly with pit depth, whereas the depth ratio of pits increased nonlinearly with corrosion time extending. After 24 h of corrosion, the depth ratio of pits in weathering steel Q345 showed an inflection point where the growth rate was relatively slow. When corrosion time reached 72 h, the depth-diameter ratio and depth ratio of the maximum pit was 0.74 and 0.01, respectively. With the development of the depth-to-diameter ratio, the stress triaxiality inside corrosion steel increased; meanwhile, the equivalent plastic fracture strain decreased, which accelerated internal crack initiation. For pits in weathering steel Q345 with a depth-diameter ratio of 0.40–0.80, stress triaxiality increased from 0.56 to 1.23. Finally, the elongation of corrosion steel degraded gradually. By comparing test values, formula values, and finite-element values, fracture strain errors were all less than 5%. These data show that the equivalent ductile fracture criterion can accurately simulate the ductile degradation in weathering steel Q345 after hydrochloric-acid corrosion. The research results can provide a theoretical basis and application reference for strong-corrosion protection ways of weathering steel Q345 after hydrochloric-acid corrosion.
    publisherASCE
    titleDuctility Degradation of Weathering Steel Q345 after Exposure to Hydrochloric-Acid Corrosion Dependent on Pitting Damage
    typeJournal Article
    journal volume34
    journal issue11
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0004427
    journal fristpage04022304
    journal lastpage04022304_13
    page13
    treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 011
    contenttypeFulltext
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