Corrosion behaviour of carbon steel and corrosion resistant steel under elevated temperature and chloride concentration in simulated concrete pore solution

References

• Al-sodani, K. A. A., Al-amoudi, O. S. B., Maslehuddin, M., & Shameem, M. (2018a). Efficiency of corosion inhibitors in mitigating corrosion of steel under elevated temperature and chloride concentration. Construction and Building Materials, 163, 97–112.
   Web of Science ®Google Scholar
• Al-Sodani, K. A. A., Maslehuddin, M., Al-Amoudi, O. S. B., Saleh, T. A., & Shameem, M. (2018b). Efficiency of generic and proprietary inhibitors in mitigating corrosion of carbon steel in chloride-sulfate environments. Scientific Reports, 8(1), 11443.
   PubMedGoogle Scholar
• Al-Sodani, K. A. A., Maslehuddin, M., Al-Amoudi, O. S. B., Saleh, T. A., & Shameem, M. (2018c). Performance of corrosion inhibitors in cracked and uncracked silica fume cement concrete beams. European Journal of Environmental and Civil Engineering, 8189, 1–16.
   Google Scholar
• Benjamin, S. E., & Sykes, J. M. (1989). The effect of temperature on the pitting corrosion of iron in OPC mortars. In Proc., 3rd International Conference on Deterioration and Repair of RC in the Arabian Gulf, Bahrain (pp. 573–580).
   Google Scholar
• Bertolini, L., Bolzoni, F., Pastore, T., & Pedeferri, P. (1996). Behaviour of stainless steel in simulated concrete pore solution. British Corrosion Journal, 31(3), 218–222.
   Web of Science ®Google Scholar
• Bhandari, J., Khan, F., Abbassi, R., Garaniya, V., & Ojeda, R. (2015). Modelling of pitting corrosion in marine and offshore steel structures – A technical review. Journal of Loss Prevention in the Process Industries, 37, 39–62.
   Web of Science ®Google Scholar
• Bolzoni, F., Coppola, L., Goidanich, S., Lazzari, L., Ormellese, M., & Pedeferri, M. P. (2004). Corrosion inhibitors in RC structures. Part 1: Preventative technique. Corrosion Engineering, Science and Technology, 39(3), 219–228.
   Web of Science ®Google Scholar
• Broomfield, J. (1997). Corrosion of steel in concrete: Understanding, investigation and repair. Bury St. Edmunds, Suffolk, Great Britain: St. Edmundsbury Press Limited, 238 pp.
   Google Scholar
• Castaldo, P., Palazzo, B., & Mariniello, A. (2017). Effects of the axial force eccentricity on the time-variant structural reliability of aging r.c. cross-sections subjected to chloride-induced corrosion. Engineering Structures, 130, 261–274.
   Web of Science ®Google Scholar
• Coppola, L., Bellezze, T., Belli, A., Bignozzi, M. C., Bolzoni, F., Brenna, A., … Yang, F. (2018). Binders alternative to Portland cement and waste management for sustainable construction – Part 1. Journal of Applied Biomaterials and Functional Materials, 16(3), 186–202.
   PubMed Web of Science ®Google Scholar
• Coppola, L., Buoso, A., & Lorenzi, S. (2010). Compatibility issues of NSF-PCE superplasticizers with several lots of different cement types (long-term results). Kuei Suan Jen Hsueh Pao/Journal of the Chinese Ceramic Society, 38(9), 1631–1637.
   Google Scholar
• Coppola, L., Cerulli, T., & Salvioni, D. (2005). Sustainable development and durability of self-compacting concretes. In 11th International Conference on Fracture 2005 ICF11, Turin, Italy, 20 March 2005, code 93990.
   Google Scholar
• Coppola, L., Coffetti, D., & Crotti, E. (2018). Innovative carboxylic acid waterproofing admixture for self-sealing watertight concretes. Construction and Building Materials, 171, 817–824.
   Web of Science ®Google Scholar
• De Weerdt, K., Colombo, A., Coppola, L., Justnes, H., & Geiker, M. R. (2015). Impact of the associated cation on chloride binding of Portland cement paste. Cement and Concrete Research, 6. 196–202.
   Google Scholar
• Dong, Y., & Frangopol, D. M. (2015). Risk-informed life-cycle optimum inspection and maintenance of ship structures considering corrosion and fatigue. Ocean Engineering, 101, 161–171.
   Web of Science ®Google Scholar
• Fazal, M. A., Haseeb, A. S. M. A., & Masjuki, H. H. (2011). Effect of temperature on the corrosion behavior of mild steel upon exposure to palm biodiesel. Energy, 36(5), 3328–3334.
   Web of Science ®Google Scholar
• Gong, L., Darwin, D., Browning, J. P., & Locke, C. E. (2004). Evaluation of mechanical and corrosion properties of MMFX reinforcing steel for concrete (Rep. No. FHWA-KS-02-8). USA: Kansas Department of Transportation.
   Google Scholar
• Holmes, C. W., & Brundle, S. G. (1987). The deterioration of RC through chloride attack. In Proceedings of the 2nd International Conference on Deterioration and Repair of RC in the Arabian Gulf, Bahrain (pp. 469–487).
   Google Scholar
• Hurley, M. F. (2007). Corrosion initiation and propagation behavior of corrosion resistant concrete reinforcing (Doctoral dissertation). University of Virginia, Material Science and Engineering, Charlottesville.
   Google Scholar
• Ijiri, M., & Yoshimura, T. (2018). Improvement of corrosion resistance of low-alloy steels by resurfacing using multifunction cavitation in water. IOP Conference Series: Materials Science and Engineering, 307(1), 13.
   Google Scholar
• Ji, J., Darwin, D., & Browning, J. (2005). Corrosion resistance of duplex stainless steels and MMFX microcomposite steel for RC bridge decks (SM Report No. 80). Lawrence, KS: The University of Kansas Center for Research, Inc. Retrieved from KUScholarWorks, 507 pp.
   Google Scholar
• Kahl, S. (2007). Corrosion resistant alloy steel (MMFX) reinforcing rebar in bridge decks (Rep. No. R-499). USA: Michigan Department of Transportation.
   Google Scholar
• Koch, G. H., Brongers, M. P., Thompson, N. G., Virmani, Y. P., & Payer, J. H. (2002). Corrosion costs and preventive strategies in the United States (No. FHWA-RD-01-156). Ohio.
   Google Scholar
• Li, L., & Sagues, A. A. (2001). Chloride corrosion threshold of reinforcing steel in alkaline solutions – Open-circuit immersion tests. Corrosion, 57(1), 19–28.
   Web of Science ®Google Scholar
• Liu, M., Cheng, X., Li, X., Hu, J., Pan, Y., & Jin, Z. (2016). Indoor accelerated corrosion test and marine field test of corrosion-resistant low-alloy steel rebars. Case Studies in Construction Materials, 5, 87–99.
   Google Scholar
• Liu, M., Cheng, X., Li, X., Liu, G., Pang, J., & Zhu, Y. (2015). Corrosion behavior of Cr modified HRB400 steel rebar in 2% NaCl solution. Corrosion Science and Protection Technology, 27(6), 559–564.
   Google Scholar
• Liu, M., Cheng, X., Zhao, G., Li, X., & Pan, Y. (2016). Corrosion resistances of passive films on low-Cr steel and carbon steel in simulated concrete pore solution. Surface and Interface Analysis, 48(9), 981–989.
   Web of Science ®Google Scholar
• Maslehuddin, M. (1994). Influence of the Arabian Gulf environment on corrosion of reinforcing steel (Ph.D. Dissertation), Aston University, England.
   Google Scholar
• Maslehuddin, M., Rasheeduzzafar, P., & Al-Mana, A. I. (1995). Influence of some parameters relevant to Arabian Gulf environment on reinforcement corrosion. Arabian Journal for Science and Engineering: Theme Issue on Corrosion and Its Prevention, 239–257.
   Google Scholar
• Maslehuddin, M., Saricimen, H., Al-Mana, A. I., & Shameem, M. (1990). Performance of concrete in a high chloride-sulfate environment. Special Publication, 122, 469–494.
   Google Scholar
• Mehta, P. K., & Gerwick, B. C. (1982). Cracking-corrosion interaction in concrete exposed to marine environment. Concrete International, 4(10), 45–51.
   Google Scholar
• Mohamed, N., Boulfiza, M., & Evitts, R. (2012). Corrosion of carbon steel and corrosion-resistant rebars in concrete structures under chloride ion attack. Journal of Materials Engineering and Performance, 22(3), 787–795.
   Web of Science ®Google Scholar
• Moreno, M., Morris, W., Alvarez, M. G., & Duffó, G. S. (2004). Corrosion of reinforcing steel in simulated concrete pore solutions. Corrosion Science, 46(11), 2681–2699.
   Web of Science ®Google Scholar
• Pastore, T., Cabrini, M., Coppola, L., Lorenzi, S., Marcassoli, P., & Buoso, A. (2011). Evaluation of the corrosion inhibition of salts of organic acids in alkaline solutions and chloride contaminated concrete. Materials and Corrosion, 62(2), 187–195.
   Web of Science ®Google Scholar
• Pernice, P., Aronne, A., & Muscetta, S. (1994). Behaviour of stainless steel in Ca(OH)2 saturated solution containing chlorides. Journal of Materials Science Letters, 13(4), 289–290.
   Google Scholar
• Qi, Y., Luo, H., Zheng, S., Chen, C., Lv, Z., & Xiong, M. (2014). Effect of temperature on the corrosion behavior of carbon steel in hydrogen sulphide environments. International Journal of Electrochemical Science 9, 2101–2112.
   Web of Science ®Google Scholar
• Saremi, M., & Mahallati, E. (2002). A study on chloride-induced depassivation of mild steel in simulated concrete pore solution. Cement and Concrete Research, 32(12), 1915–1921.
   Web of Science ®Google Scholar
• Saricimen, H., Al-Tayyib, A. J., Maslehuddin, M., & Shameem, M. (1991). Concrete deterioration in high chloride-sulfate environment and repair strategies. Special Publication, 128, 19–34.
   Google Scholar
• Shi, J., Ming, J., Zhang, Y., & Jiang, J. (2018). Corrosion products and corrosion-induced cracks of low-alloy steel and low-carbon steel in concrete. Cement and Concrete Composites, 88, 121–129.
   Web of Science ®Google Scholar
• Stern, M., & Geary, A. L. (1957). A theoretical analysis of the slope of the polarization curves. Journal of Electrochemical Society, 104, 56.
   Web of Science ®Google Scholar
• Tula, L., & Helene, P. (2000). Contribution to service life prediction of structures reinforced with stainless steel reinforcing bars – Laboratory approach. ACI Special Publication, 192, 1053–1070.
   Google Scholar
• Wang, R., Luo, S., Liu, M., & Xue, Y. (2014). Electrochemical corrosion performance of Cr and Al alloy steels using a J55 carbon steel as base alloy. Corrosion Science, 85, 270–279.
   Web of Science ®Google Scholar
• Zhang, Y., & Lam, J. S. L. (2015). Reliability analysis of offshore structures within a time varying environment. Stochastic Environmental Research and Risk Assessment, 29(6), 1615–1636.
   Web of Science ®Google Scholar