留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码
Volume 24 Issue 10
Oct.  2017
数据统计

分享

计量
  • 文章访问数:  499
  • HTML全文浏览量:  78
  • PDF下载量:  12
  • 被引次数: 0
Jin-jie Shi, Jing Ming, and Xin Liu, Pitting corrosion resistance of a novel duplex alloy steel in alkali-activated slag extract in the presence of chloride ions, Int. J. Miner. Metall. Mater., 24(2017), No. 10, pp. 1134-1144. https://doi.org/10.1007/s12613-017-1504-4
Cite this article as:
Jin-jie Shi, Jing Ming, and Xin Liu, Pitting corrosion resistance of a novel duplex alloy steel in alkali-activated slag extract in the presence of chloride ions, Int. J. Miner. Metall. Mater., 24(2017), No. 10, pp. 1134-1144. https://doi.org/10.1007/s12613-017-1504-4
引用本文 PDF XML SpringerLink
研究论文

Pitting corrosion resistance of a novel duplex alloy steel in alkali-activated slag extract in the presence of chloride ions

  • 通讯作者:

    Jin-jie Shi    E-mail: jinjies@126.com

  • In this study, two types of reinforcing steels (conventional low-carbon steel and a novel duplex alloy steel with Cr and Mo) were exposed to chloride-contaminated extract solutions (ordinary Portland cement (OPC) extract and alkali-activated slag (AAS) extract) to investigate their pitting corrosion resistance. The results confirm that the pitting corrosion resistance of the alloy steel is much higher than that of the low-carbon steel in both extract solutions with various NaCl concentrations. Moreover, for each type of steel, the AAS extract contributes to a higher pitting corrosion resistance compared with the OPC extract in the presence of chloride ions, likely because of the formation of flocculent precipitates on the steel surface.
  • Research Article

    Pitting corrosion resistance of a novel duplex alloy steel in alkali-activated slag extract in the presence of chloride ions

    + Author Affiliations
    • In this study, two types of reinforcing steels (conventional low-carbon steel and a novel duplex alloy steel with Cr and Mo) were exposed to chloride-contaminated extract solutions (ordinary Portland cement (OPC) extract and alkali-activated slag (AAS) extract) to investigate their pitting corrosion resistance. The results confirm that the pitting corrosion resistance of the alloy steel is much higher than that of the low-carbon steel in both extract solutions with various NaCl concentrations. Moreover, for each type of steel, the AAS extract contributes to a higher pitting corrosion resistance compared with the OPC extract in the presence of chloride ions, likely because of the formation of flocculent precipitates on the steel surface.
    • loading
    • [1]
      M.M. Hossain, M.R. Karim, M.K. Hossain, M.N. Islam, and M.F.M. Zain, Durability of mortar and concrete containing alkali-activated binder with pozzolans:A review, Constr. Build. Mater., 93(2015), p. 95.
      [2]
      P.K. Mehta, Greening of the concrete industry for sustainable development, Concr. Int., 24(2002), No. 7, p. 23.
      [3]
      J.L. Provis, A. Palomo, and C. Shi, Advances in understanding alkali-activated materials, Cem. Concr. Res., 78(2015), p. 110.
      [4]
      F. Pacheco-Torgal, Z. Abdollahnejad, A.F. Camões, M. Jamshidi, and Y. Ding, Durability of alkali-activated binders:A clear advantage over Portland cement or an unproven issue?, Constr. Build. Mater., 30(2012), p. 400.
      [5]
      S.A. Bernal and J.L. Provis, Durability of alkali-activated materials:progress and perspectives, J. Am. Ceram. Soc., 97(2014), No. 4, p. 997.
      [6]
      M. Babaee and A. Castel, Chloride-induced corrosion of reinforcement in low-calcium fly ash-based geopolymer concrete, Cem. Concr. Res., 88(2016), p. 96.
      [7]
      C. Monticelli, M.E. Natali, A. Balbo, C. Chiavari, F. Zanotto, S. Manzi, and M.C. Bignozzi, Corrosion behavior of steel in alkali-activated fly ash mortars in the light of their microstructural, mechanical and chemical characterization, Cem. Concr. Res., 80(2016), p. 60.
      [8]
      C. Tennakoon, A. Shayan, J.G. Sanjayan, and A. Xu, Chloride ingress and steel corrosion in geopolymer concrete based on long term tests, Mater. Des., 116(2016), p. 287.
      [9]
      C. Monticelli, M. Criado, S. Fajardo, J.M. Bastidas, M. Abbottoni, and A. Balbo, Corrosion behaviour of a low Ni austenitic stainless steel in carbonated chloride-polluted alkali-activated fly ash mortar, Cem. Concr. Res., 55(2014), p. 49.
      [10]
      M.S. Badar, K. Kupwade-Patil, S.A. Bernal, J.L. Provis, and E.N. Allouche, Corrosion of steel bars induced by accelerated carbonation in low and high calcium fly ash geopolymer concretes, Constr. Build. Mater., 61(2014), p. 79.
      [11]
      K. Kupwade-Patil and E.N. Allouche, Examination of chloride-induced corrosion in reinforced geopolymer concretes, J. Mater. Civil Eng., 25(2012), No. 10, p. 1465.
      [12]
      W. Aperador, R.M. de Gutiérrez, and D.M. Bastidas, Steel corrosion behaviour in carbonated alkali-activated slag concrete, Corros. Sci., 51(2009), No. 9, p. 2027.
      [13]
      M. Holloway and J. Sykes, Studies of the corrosion of mild steel in alkali-activated slag cement mortars with sodium chloride admixtures by a galvanostatic pulse method, Corros. Sci., 47(2005), No. 12, p. 3097.
      [14]
      Q.M. Ma, S.V. Nanukuttan, P.M. Basheer, Y. Bai, and C.H. Yang, Chloride transport and the resulting corrosion of steel bars in alkali activated slag concretes, Mater. Struct., 49(2015), No. 9, p. 3663.
      [15]
      A.N. Scott and M.D.A. Thomas, Chloride resistance of 9% Cr steel in a simulated pore solution, Corrosion, 69(2013), No. 11, p. 1073.
      [16]
      M.A. Islam, B.P. Bergsma, and C.M. Hansson, Chloride-induced corrosion behavior of stainless steel and carbon steel reinforcing bars in sound and cracked concrete, Corrosion, 69(2013), No. 3, p. 303.
      [17]
      R.D. Moser, P.M. Singh, L.F. Kahn, and K.E. Kurtis, Chloride-induced corrosion resistance of high-strength stainless steels in simulated alkaline and carbonated concrete pore solutions, Corros. Sci., 57(2012), p. 241.
      [18]
      M. Liu, X.Q. Cheng, X.G. Li, Z. Jin, and H.X. Liu, Corrosion behavior of Cr modified HRB400 steel rebar in simulated concrete pore solution, Constr. Build. Mater., 93(2015), p. 884.
      [19]
      L. Freire, M.J. Carmezim, M.G.S. Ferreira, and M.F. Montemor, The electrochemical behaviour of stainless steel AISI 304 in alkaline solutions with different pH in the presence of chlorides, Electrochim. Acta, 56(2011), No. 14, p. 5280.
      [20]
      J.J. Shi, W. Sun, J.Y. Jiang, and Y.M. Zhang, Influence of chloride concentration and pre-passivation on the pitting corrosion resistance of low-alloy reinforcing steel in simulated concrete pore solution, Constr. Build. Mater., 111(2016), p. 805.
      [21]
      T. Nishimura, Nano structure of the rust formed on chromium bearing steel in concrete after wet and dry corrosion test, ISIJ Int., 55(2015), No. 8, p. 1739.
      [22]
      J.K. Singh and D.D.N. Singh, The nature of rusts and corrosion characteristics of low alloy and plain carbon steels in three kinds of concrete pore solution with salinity and different pH, Corros. Sci., 56(2012), p. 129.
      [23]
      R.R. Hussain, A. Alhozaimy, A. Al-Negheimish, and D.D.N. Singh, Time-dependent variation of the electrochemical impedance for thermo-mechanically treated versus plain low alloy steel rebars in contact with simulated concrete pore solution, Constr. Build. Mater., 73(2014), p. 283.
      [24]
      J.J. Shi and J. Ming, Influence of mill scale and rust layer on the corrosion resistance of low-alloy steel in simulated concrete pore solution, Int. J. Miner. Metall. Mater., 24(2017), No. 1, p. 64.
      [25]
      B.G. Callaghan, The performance of a 12% chromium steel in concrete in severe marine environments, Corros. Sci., 35(1993), No. 5-8, p. 1535.
      [26]
      M. Liu, X.Q. Cheng, G.C. Zhao, X.G. Li, and Y. Pan, Corrosion resistances of passive films on low-Cr steel and carbon steel in simulated concrete pore solution, Surf. Interface Anal., 48(2016), No. 9, p. 981.
      [27]
      J.C. Zhang, J.Y. Jiang, Y. Li, J.J. Shi, L.F. Zuo, D.Q. Wang, and H. Ma, Passive films formed on seawater corrosion resistant rebar 00Cr10MoV in simulated concrete pore solutions, J. Chin. Soc. Corros. Prot., 36(2016), No. 5, p. 441.
      [28]
      J.Y. Zhong, M. Sun, D.B. Liu, X.G. Li, and T.Q. Liu, Effects of chromium on the corrosion and electrochemical behaviors of ultra high strength steels, Int. J. Miner. Metall. Mater., 17(2010), No. 3, p. 282.
      [29]
      F. Zhang, J.S. Pan, and C.J. Lin, Localized corrosion behaviour of reinforcement steel in simulated concrete pore solution, Corros. Sci., 51(2009), No. 9, p. 2130.
      [30]
      Z.Y. Liu, B. Wang, X.L. He, S.W. Yang, and J.Q. Chen, Corrosion resistance performance of molybdenum-containing weathering steel, J. Univ. Sci. Technol. Beijing, 35(2013), No. 1, p. 61.
      [31]
      G.S. Duffó and S.B. Farina, Electrochemical behaviour of steel in mortar and in simulated pore solutions:Analogies and differences, Cem. Concr. Res., 88(2016), p. 211.
      [32]
      H. Mahmoud, M. Sánchez, and M. Alonso, Ageing of the spontaneous passive state of 2304 duplex stainless steel in high-alkaline conditions with the presence of chloride, J. Solid State Electrochem., 19(2015), No. 10, p. 2961.
      [33]
      Y.T. Tan, S.L. Wijesinghe, and D.J. Blackwood, Effect of molybdate on the passivation of carbon steel in alkaline solutions under open-circuit conditions, J. Electrochem. Soc., 163(2016), No. 10, p. C649.
      [34]
      C.Q. Ye, R.G. Hu, S.G. Dong, X.J. Zhang, R.Q. Hou, R.G. Du, C.J. Lin, and J.S. Pan, EIS analysis on chloride-induced corrosion behavior of reinforcement steel in simulated carbonated concrete pore solutions, J. Electroanal. Chem., 688(2013), p. 275.
      [35]
      D.A. Koleva, N. Boshkov, K. van Breugel, and J.H.W. de Wit, Steel corrosion resistance in model solutions, containing waste materials, Electrochim. Acta, 58(2011), p. 628.
      [36]
      J.J. Shi and W. Sun, Electrochemical and analytical characterization of three corrosion inhibitors of steel in simulated concrete pore solutions, Int. J. Miner. Metall. Mater., 19(2012), No. 1, p. 38.
      [37]
      D.E. Macphee and H.T. Cao, Theoretical description of impact of blast furnace slag (BFS) on steel passivation in concrete, Mag. Concr. Res., 45(1993), No. 162, p. 63.
      [38]
      L. Li and A.F. Sagues, Chloride corrosion threshold of reinforcing steel in alkaline solutions-cyclic polarization behavior, Corrosion, 58(2002), No. 4, p. 305.
      [39]
      L. Veleva, M.A. Alpuche-Aviles, M.K. Graves-Brook, and D.O. Wipf, Comparative cyclic voltammetry and surface analysis of passive films grown on stainless steel 316 in concrete pore model solutions, J. Electroanal. Chem., 537(2002), No. 1-2, p. 85.
      [40]
      M. Sánchez, J. Gregori, M. Alonso, J.J. García-Jareño, and F. Vicente, Anodic growth of passive layers on steel rebars in an alkaline medium simulating the concrete pores, Electrochim. Acta, 52(2006), No. 1, p. 47.

    Catalog


    • /

      返回文章
      返回