Journal of the Chinese Ceramic Society, Volume. 50, Issue 2, 413(2022)

TU528

LIU Guojian1...2,*, ZHU Hang1,2, ZHANG Yunsheng3,4, LIU Zhiyong3, SHE Wei3, YANG Lin5 and LIU Cheng3 |Show fewer author(s)
Author Affiliations
  • 1[in Chinese]
  • 2[in Chinese]
  • 3[in Chinese]
  • 4[in Chinese]
  • 5[in Chinese]
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    References(14)

    [1] [1] ALONSO C, ANDRADE C, CASTELLOTE M, et al. Chloride threshold values to depassivate reinforcing bars embedded in a standardized OPC mortar[J]. Cem Concr Res, 2000, 30(7): 1047-1055.

    [6] [6] AL-TAYYIB A J, KHAN M S. Effect of sulfate ions on the corrosion of rebars embedded in concrete[J]. Cem Concr Compos, 1991, 13(2): 123-127.

    [7] [7] SHAHEEN F, PRADHAN B. Influence of sulfate ion and associated cation type on steel reinforcement corrosion in concrete powder aqueous solution in the presence of chloride ions[J]. Cem Concr Res, 2017, 91: 73-86.

    [8] [8] SHAHEEN F, PRADHAN B. Effect of chloride and conjoint chloride-sulfate ions on corrosion of reinforcing steel in electrolytic concrete powder solution (ECPS)[J]. Constr Build Mater, 2015, 101: 99-112.

    [9] [9] DEHWAH H A F, MASLEHUDDIN M, AUSTIN S A. Long-term effect of sulfate ions and associated cation type on chloride-induced reinforcement corrosion in Portland cement concretes[J]. Cem Concr Compos, 2002, 24(1): 17-25.

    [10] [10] AL-AMOUDI O, RASHEEDUZZAFAR A A, MASLEHUDDIN M, et al. Influence of sulfate ions on chloride-induced reinforcement corrosion in portland and blended cement concretes[J]. Cem Concr Aggreg, 1994, 16(1): 3-11.

    [11] [11] HALEEM S M A E, AAL E E A E, WANEES S A, et al. Environmental factors affecting the corrosion behaviour of reinforcing steel: I. The early stage of passive film formation in Ca(OH)2 solutions[J]. Corros Sci, 2010, 52(12): 3875-3882.

    [12] [12] HALEEM S M A E, WANEES S A E, AAL E E A E, et al. Environmental factors affecting the corrosion behavior of reinforcing steel. IV. Variation in the pitting corrosion current in relation to the concentration of the aggressive and the inhibitive anions[J]. Corros Sci, 2010, 52(5): 1675-1683.

    [13] [13] HALEEM S M A E, ABD E W S, BAHGAT A. Environmental factors affecting the corrosion behaviour of reinforcing steel. V. Role of chloride and sulphate ions in the corrosion of reinforcing steel in saturated Ca(OH)2 solutions[J]. Corros Sci, 2013, 75: 1-15.

    [14] [14] LIU G, ZHANG Y, NI Z, et al. Corrosion behavior of steel submitted to chloride and sulphate ions in simulated concrete pore solution[J]. Constr Build Mater, 2016, 115: 1-5.

    [15] [15] LIU G, ZHANG Y, WU M, et al. Study of depassivation of carbon steel in simulated concrete pore solution using different equivalent circuits[J]. Constr Build Mater, 2017, 157: 357-362.

    [16] [16] LI C, JIANG L. Effect of flue gas desulfurization gypsum addition on critical chloride content for rebar corrosion in fly ash concrete[J]. Constr Build Mater, 2021, 286: 122963.

    [19] [19] LIU G, ZHANG Y, WU M, et al. Electrochemical analysis of carbon steel corrosion induced by chloride and sulphate ions in simulated concrete pore solution[J]. Int J Electrochem Sci, 2018, 13: 6248-6258.

    [20] [20] KOGA G Y, ALBERT B, NOGUEIRA R P. Revisiting the ASTM C876 standard for corrosion of reinforcing steel: On the correlation between corrosion potential and polarization resistance during the curing of different cement mortars[J]. Electrochem Commun, 2018, 94: 1-4.

    CLP Journals

    [1] NONG Yumei, CHEN Zheng, CHEN Ye, WEI Zengshuo, LI Jing, WANG Yichen, PANG Lan. Corrosion Mechanism of Reinforcement Subjected to Different Corrosive Ions in Concrete Pore Solution Based On First-Principles[J]. Journal of the Chinese Ceramic Society, 2023, 51(5): 1191

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    LIU Guojian, ZHU Hang, ZHANG Yunsheng, LIU Zhiyong, SHE Wei, YANG Lin, LIU Cheng. TU528[J]. Journal of the Chinese Ceramic Society, 2022, 50(2): 413

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    Paper Information

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    Received: Apr. 4, 2021

    Accepted: --

    Published Online: Nov. 23, 2022

    The Author Email: Guojian LIU (liuguojiande@gmail.com)

    DOI:

    CSTR:32186.14.

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