Evaluation of corrosion resistance of precast reinforced concrete subjected to early-age ambient pressure carbonation curing by accelerated impressed current method

References

• Fernández BM, Simons SJR, Hills CD, et al. A review of accelerated carbonation technology in the treatment of cement-based materials and sequestration of CO2. J Hazard Mater. 2004;112(3):193–205.
   PubMedGoogle Scholar
• Zhang D, Ghouleh Z, Shao Y. Review on carbonation curing of cement-based materials. J CO₂ Util. 2017;21:119–131.
   Web of Science ®Google Scholar
• Young JF, Berger RL, Breese J. Accelerated curing of compacted calcium silicate mortars on exposure to CO2. J Am Ceram Soc. 1974;57(9):394–397.
   Web of Science ®Google Scholar
• Berger R, Young J, Leung K. Acceleration of hydration of calcium silicates by carbon dioxide treatment. Nature. 1972;240(97):16–18.
   Web of Science ®Google Scholar
• Zhang D, Shao Y. Early age carbonation curing for precast reinforced concretes. Constr Build Mater. 2016;113:134–143.
   Web of Science ®Google Scholar
• Zhang D, Shao Y. Surface scaling of CO2-cured concrete exposed to freeze-thaw cycles. J CO₂ Util. 2018;27:137–144.
   Web of Science ®Google Scholar
• Rostami V, Shao Y, Boyd AJ. Durability of concrete pipes subjected to combined steam and carbonation curing. Constr Build Mater. 2011;25(8):3345–3355.
   Web of Science ®Google Scholar
• Zhang S, Ghouleh Z, Shao Y. Effect of carbonation curing on efflorescence formation in concrete pavers. J Mater Civ Eng. 2020;32(6):04020127.
   Web of Science ®Google Scholar
• Zhang D, Shao Y. Effect of early carbonation curing on chloride penetration and weathering carbonation in concrete. Constr Build Mater. 2016;123:516–526.
   Web of Science ®Google Scholar
• Berkeley K, Pathmanaban S. Cathodic protection of reinforcement steel in concrete. Oxford: Elsevier Science & Technology; 1990.
   Google Scholar
• Mehta PK, Monteiro JP. Concrete microstructure, properties and material. 3rd ed. New York (NY): McGraw-Hill; 2006.
   Google Scholar
• Tuutti K. Corrosion of steel in concrete. Stockholm: Swedish Cement and Concrete Institute; 1982.
   Google Scholar
• Zhang D, Shao Y. Enhancing chloride corrosion resistance of precast reinforced concrete by carbonation curing. ACI Mater J. 2019;116(3):3–12.
   Google Scholar
• Poursaee A. Corrosion of steel in concrete structures. Duxford (UK): Elsevier, Woodhead Publishing; 2016.
   Google Scholar
• Hansson CM. The impact of corrosion on society. Metall Mater Trans A. 2011;42(10):2952–2962.
   Google Scholar
• Otieno M, Ikotun J, Ballim Y. Experimental investigations on the influence of cover depth and concrete quality on time to cover cracking due to carbonation-induced corrosion of steel in RC structures in an urban, inland environment. Constr Build Mater. 2019;198:172–181.
   Web of Science ®Google Scholar
• Tang L. Engineering expression of the ClinConc model for prediction of free and total ingress in submerged marine concrete. Cem Concr Res. 2008;38(8–9):1092–1097.
   Google Scholar
• Jung WY, Yoon YS, Sohn YM. Predicting the remaining service life of land concrete by steel corrosion. Cem Concr Res. 2003;33(5):663–677.
   Google Scholar
• Stewart MG, Wang X, Nguyen MN. Climate change adaptation for corrosion control of concrete infrastructure. Struct Saf. 2012;35(3):29–39.
   Google Scholar
• Lippiatt N, Ling T, Pan S. Towards carbon-neutral construction materials: carbonation of cement-based materials and the future perspective. J Build Eng. 2020;28:101062.
   Google Scholar
• Xian X, Shao Y. Carbonation curing of concretes in a flexible enclosure under ambient pressure. J Mater Civ Eng. 2021;33(4):04021025.
   Google Scholar
• Xian X, Zhang D, Lin H, et al. Ambient pressure carbonation curing of reinforced concrete for CO2 utilization and corrosion resistance. J CO₂ Util. 2022;56:101861.
   Google Scholar
• Caré S, Raharinaivo A. Influence of impressed current on the initiation of damage in reinforced mortar due to corrosion of embedded steel. Cem Concr Res. 2007;37(12):1598–1612.
   Web of Science ®Google Scholar
• Caré S, Nguyen QT, L'Hostis V, et al. Mechanical properties of the rust layer induced by impressed current method in reinforced mortar. Cem Concr Res. 2008;38(8-9):1079–1091.
   Google Scholar
• Fu C, Jin N, Ye H, et al. Non-uniform corrosion of steel in mortar induced by impressed current method: an experimental and numerical investigation. Constr Build Mater. 2018;183:429–438.
   Google Scholar
• Tamer A, Maaddawy E, Soudki KA. Effectiveness of impressed current technique to simulate corrosion of steel reinforcement in concrete. J Mater Civ Eng. 2003;15(1):41–47.
   Google Scholar
• Shi C, Liu M, He P, et al. Factors affecting kinetics of CO2 curing of concrete. J Sustain Cem-Based Mater. 2012;1(1-2):24–33.
   Google Scholar
• Dean JA. Lange’s handbook of chemistry. New York (NY): McGraw-Hill; 1985.
   Google Scholar
• Tanesi J, Ardani A. Surface resistivity test evaluation as an indicator of the chloride permeability of concrete. Federal Highway Administration (US); Washington, DC, USA; 2012. (FHWA-HRT-13-024).
   Google Scholar
• Florida Method of Test for An Accelerated Laboratory Method for Corrosion Testing of Reinforced Concrete Using Impressed Current. Florida Department of Transportation (US); 2000. (FM 5–522).
   Google Scholar
• Revert BA, Weerdt DK, Hornbostel K, et al. Carbonation-induced corrosion: investigation of the corrosion onset. Constr Build Mater. 2018;162:847–856.
   Google Scholar
• Xian X, Zhang D, Shao Y. Flue gas carbonation curing of cement paste and concrete at ambient pressure. J Clean Prod. 2021;313:127943.
   Google Scholar
• Xian X, Shao Y. Microstructure of cement paste subject to ambient pressure carbonation curing. Constr Build Mater. 2021;296:123652.
   Web of Science ®Google Scholar
• Rodriguez ET, Garbev K, Merz D, et al. Thermal stability of C-S-H phases and applicability of richardson and groves' and richardson C-(a)-S-H(I) models to synthetic C-S-H. Cem Concr Res. 2017;93:45–56.
   Google Scholar
• Arredondo-Rea SP, Corral-Higuera R, Neri-Flores MA, et al. Electrochemical corrosion and electrical resistivity of reinforced recycled aggregate concrete. Int J Electrochem Sci. 2011;6:475–483.
   Google Scholar
• Otieno MB, Beushausen HD, Alexander MG. Chloride-induced corrosion of steel in cracked concrete-Part II: corrosion rate prediction models. Cem Concr Res. 2016;79:386–394.
   Web of Science ®Google Scholar
• Tran KK, Nakamura H, Kawamura K, et al. Analysis of crack propagation due to rebar corrosion using RBSM. Cem Concr Compos. 2011;33(9):906–917.
   Web of Science ®Google Scholar
• Zhao Y, Dong J, Wu Y, et al. Steel corrosion and corrosion-induced cracking in recycled aggregate concrete. Corros Sci. 2014;85:241–250.
   Web of Science ®Google Scholar
• Glass G, Buenfeld N. The influence of chloride binding on the chloride induced corrosion risk in reinforced concrete. Corros Sci. 2000;42(2):329–344.
   Web of Science ®Google Scholar
• Xian X. Performance of reinforced concretes subjected to ambient pressure carbonation curing. [dissertation]. Montreal: McGill University; 2021.
   Google Scholar
• García R, De la Rubia MÁ, Fernández J, et al. Effect of carbonation in high chloride-binding capacity mortars subjected to a marine environment at early ages. J Build Eng. 2021;40:102355.
   Google Scholar
• He P, Shi C, Tu Z, et al. Effect of further water curing on compressive strength and microstructure of CO2-cured concrete. Cem Concr Compos. 2016;72:80–88.
   Web of Science ®Google Scholar
• Hansson CM, Poursaee A, Laurent A. Macrocell and microcell corrosion of steel in ordinary Portland cement and high performance concretes. Cem Concr Res. 2006;36(11):2098–2102.
   Google Scholar