Corrosion behavior of reinforcement in concrete with different compositions

References

• Department of Public Works and Town and Country Planning (DPT). Standard for concrete work by considering durability and service life. Bangkok: DPT; Standard No. DPT 1332-55. (in Thai); 2012.
   Google Scholar
• Chindaprasirt P, Rattanasak U. Characterization of the high-calcium fly ash geopolymer mortar with hot-water curing systems for sustainable application. Adv. Powder Technol. 2017;28(9):2317–2324.
   Web of Science ®Google Scholar
• Topark-Ngarm P, Chindaprasirt P, Sata V. Setting time, strength, and bond of high-calcium fly ash geopolymer concrete. J Mater Civ Eng. 2015;27(7):04014198.
   Web of Science ®Google Scholar
• Sujivorakul C, Jaturapitakkul C, Taotip A. Utilization of fly ash, rice husk ash, and palm oil fuel ash in glass fibre-reinforced concrete. J Mater Civ Eng. 2011;23(9):1281–1288.
   Web of Science ®Google Scholar
• American Society for Testing and Materials (ASTM). Standard test method for determining the effects of chemical admixtures on the corrosion of embedded steel reinforcement in concrete exposed to chloride environments. West Conshohocken: ASTM International; 2013. Standard No. ASTM G109-07.
   Google Scholar
• Thailand Industrial Standard Institute (TIS). Standard for ready-mixed concrete. Bangkok: TIS Standard No. 213-2552 (in Thai); 2009.
   Google Scholar
• American Society for Testing and Materials (ASTM). Standard test method for compressive strength of cylindrical concrete specimens. West Conshohocken: ASTM International, Standard No. ASTM C39/C39M-18; 2018.
   Google Scholar
• Askarian M, Tao Z, Adam G, et al. Mechanical properties of ambient cured one-part hybrid OPC–geopolymer concrete. Constr Build Mater. 2018;186:330–337.
   Web of Science ®Google Scholar
• Bertolini L, Carsana M, Pedeferri P. Corrosion behaviour of steel in concrete in the presence of stray current. Corros Sci. 2007;49(3):1056–1068.
   Web of Science ®Google Scholar
• Susanto A, Peng G, Koleva DA, et al. Electrical current flow and cement hydration: implications on cement-based microstructure. IJSCER. 2017;6(2):75–82.
   Google Scholar
• Austin SA, Lyons R, Ing M. Electrochemical behaviour of steel-reinforced concrete during accelerated corrosion testing. Corrosion. 2004;60(2):203–212.
   Web of Science ®Google Scholar
• Almusallam AA, Al-Gahtani AS, Aziz AF, Rasheeduzzafar F. Effect of reinforcement corrosion on bond strength. Constr Build Mater. 1996;10(2):123–129.
   Web of Science ®Google Scholar
• Alonso C, Andrade C, Rodriguez J, et al. Factors controlling cracking of concrete affected by reinforcement corrosion. Mater Struct. 1998;31(7):435–441.
   Google Scholar
• Mangat PS, Elgarf MS. Flexural strength of concrete beams with corroding reinforcement. ACI Struct J. 1999;96(1):149–458.
   Web of Science ®Google Scholar
• Maaddawy TA, Soudki KA. Effectiveness of impressed current technique to simulate corrosion of steel reinforcement in concrete. J Mater Civ Eng. 2003;15(1):41–47.
   Web of Science ®Google Scholar
• American Society for Testing and Materials (ASTM). Standard test method for corrosion potentials of uncoated reinforcing steel in concrete. West Conshohocken: ASTM International, Standard No. ASTM C876-15; 2015.
   Google Scholar
• American Society for Testing and Materials (ASTM). Standard test method for determining effects of chemical admixtures on corrosion of embedded steel reinforcement in concrete exposed to chloride environments. West Conshohocken: ASTM International, Standard No. ASTM G109-07; 2007.
   Google Scholar
• Fares M, Villain G, Bonnet S, et al. Determining chloride content profiles in concrete using an electrical resistivity tomography device. Cem Conc Comp. 2018;94:315–326.
   Web of Science ®Google Scholar
• Adler A, Lionheart W. Uses and abuses of EIDORS: an extensible software base for EIT. Physiol Meas. 2006;27(5):S25–S42.
   PubMed Web of Science ®Google Scholar
• Xu SH, Qiu B. Experimental study on fatigue behaviour of corroded steel. Mater Sci Eng. 2013;584:163–169.
   Google Scholar
• Wegian FM. Effect of seawater for mixing and curing on structural concrete. IES J Part A: Civ Struct Eng. 2010;3(4):235–243.
   Google Scholar
• Neville AM. Properties of concrete. Harlow: Longman; 1995.
   Google Scholar
• Shi C. Early microstructure development of activated lime-fly ash pastes. Cem Concr Res. 1996;26(9):1351–1359.
   Web of Science ®Google Scholar
• Shi C, Day RL. Acceleration of the reactivity of fly ash by chemical activation. Cem Concr Res. 1995;25(1):15–21.
   Web of Science ®Google Scholar
• Özbay E, Erdemir M, Durmuş Hİ. Utilization and efficiency of ground granulated blast furnace slag on concrete properties: a review. Constr Build Mater. 2016;105:423–434.
   Web of Science ®Google Scholar
• Toutanji HA, El-Korchi T. The influence of silica fume on the compressive strength of cement paste and mortar. Cem Concr Res. 1995;25(7):1591–1602.
   Web of Science ®Google Scholar
• Oliveira MJ, Ribeiro AB, Branco FG. Combined effect of expansive and shrinkage reducing admixtures to control autogenous shrinkage in self-compacting concrete. Constr Build Mater. 2014;52:267–275.
   Web of Science ®Google Scholar
• ACI Committee 544. Measurements of properties of fiber reinforced concrete ACI. Mater J. 1988;85(6):583–593.
   Web of Science ®Google Scholar
• Nath P, Sarker PK, Rangan VB. Early age properties of low-calcium fly ash geopolymer concrete suitable for ambient curing. Proc Eng. 2015;125:601–607.
   Google Scholar
• Broomfield JP. Corrosion of steel in concrete: understanding, investigation and repair. 2nd ed. Oxford (OX): Taylor & Francis; 2007.
   Google Scholar
• Mala K, Mullick AK, Jain KK, et al. Effect of relative levels of mineral admixtures on corrosion resistance of cracked ternary cement blend concrete. J Sustain Cem Based Mater. 2014;3(1):24–46.
   Google Scholar
• Hornbostel K, Larsen CK, Geiker MR. Relationship between concrete resistivity and corrosion rate: a literature review. Cem Concr Comp. 2013;39:60–72.
   Web of Science ®Google Scholar
• Scherrer B, Schlupp MVF, Stender D, et al. On proton conductivity in porous and dense Yttria stabilized Zirconia at low temperature. Adv Funct Mater. 2013; 23(15):1957–1964.
   Web of Science ®Google Scholar
• Bondar D, Lynsdale CJ, Milestone NB, et al. Oxygen and chloride permeability of alkali-activated natural pozzolan concrete. ACI Mater J. 2012;109(1):1–9.
   Web of Science ®Google Scholar
• Reddy DV, Edouard JB, Sobhan K. Durability of fly ash-based geopolymer structural concrete in the marine environment. J Mater Civ Eng. 2013;25(6):781–787.
   Web of Science ®Google Scholar
• Joshaghani A, Moeini MA, Balapour M, et al. Effects of supplementary cementitious materials on mechanical and durability properties of high-performance non-shrinking grout (HPNSG). J Sustain Cem Based Mater. 2018;7(1):38–56.
   Web of Science ®Google Scholar
• Burris LE, Riding KA. Diffusivity of binary and ternary concrete mixture blends. ACI Mater J. 2014;111(4):373–382.
   Web of Science ®Google Scholar
• Lim TYD, Teng S, Bahador SD, et al. Durability of very-high-strength concrete with supplementary cementitious materials for marine environments. ACI Mater J. 2016;113(1):95–103.
   Web of Science ®Google Scholar
• Song HW, Jung MS, Lee CH, et al. Influence of chemistry of chloride ions in cement matrix on corrosion of steel. ACI Mater J. 2010;107(4):332–339.
   Web of Science ®Google Scholar
• Covelo A, Diaz B, Freire L, et al. Microstructural changes in a cementitious membrane due to the application of a DC electric field. J Environ Sci Health A Tox Hazard Subst Environ Eng. 2008;43(8):985–993.
   PubMed Web of Science ®Google Scholar
• Yang CC, Chiang CT. On the relationship between pore structure and charge passed from RCPT in mineral-free cement-based materials. Mater Chem Phys. 2005;93(1):202–207.
   Web of Science ®Google Scholar
• Zheng L, Jones R, Song Z. Concrete pore structure and performance changes due to the electrical chloride penetration and extraction. J. Sustain Cem Based Mater. 2016;5(1–2):76–90.
   Web of Science ®Google Scholar
• Aghajani A, Urgen M, Bertolini L. Effect of DC stray current on concrete permeability. J Mater Civ Eng. 2016;28(4):04015177.
   Web of Science ®Google Scholar
• Sola E, Ozbolt J, Balabanic G. Modelling corrosion of steel reinforcement in concrete: natural vs accelerated corrosion. In: Saiyna V, Bolander J, Landis E, editors. Proceedings of the 9th international conference on fracture mechanics of concrete and concrete structures; 2016; May 22–25; UC Berkeley, USA.
   Google Scholar
• Sakr K. Effects of cement type on corrosion of reinforcing steel bars exposed to acidic media using electrochemical techniques. Cem Concr Res. 2005;35(9):1820–1826.
   Web of Science ®Google Scholar
• Samranwanich T, Tangtermsirikul S. Time-dependent chloride binding capacity of various types of cement pastes. Sci Asia. 2004;30:127–134.
   Google Scholar
• Ding S, Shui Z, Pan T, et al. Effects of curing conditions on carbonation of concrete containing expansive admixture. In: Choi CK, editor. Proceedings of the 2013 World Congress on Advances in Structural Engineering and Mechanics, Sep 8–12. Jeju, Korea: Techno Press; 2013. p. 3298–3312.
   Google Scholar
• Xia Q, Li H, Lu A, et al. Damage analysis of concrete members containing expansive agent by mechanical and acoustic methods. Eng Fail Anal. 2017;74:95–106.
   Web of Science ®Google Scholar
• Simoes T, Costa H, Dias-da-Costa D, et al. Influence of fibres on the mechanical behaviour of fibre reinforced concrete matrixes. Constr Build Mater. 2017;137:548–556.
   Web of Science ®Google Scholar
• Rahmani T, Kiani B, Sami F, et al. Durability of glass, polypropylene and steel fiber reinforced concrete. In: Peixoto de Freitas V, Corvacho H, Lacasse M, editors. Proceedings of the 12th International Conference on Durability of Building Materials and Components; Apr 12–15. Porto, Portugal: FEUP edições; 2011.
   Google Scholar
• Buenfeld NR, Glass GK, Hassanein AM, et al. Chloride transport in concrete subjected to electric field. J Mater Civ Eng. 1998;10(4):220–228. .
   Web of Science ®Google Scholar
• Thi HYN, Yokota H, Hashimoto K. Effects of electrochemical chloride extraction on hydrated products of various cement paste systems. Adv Concr Technol. 2015;13(12):564–582. .
   Web of Science ®Google Scholar
• Galan I, Glasser FP. Chloride in cement. Adv Cem Res. 2015; 27(2):63–97.
   Web of Science ®Google Scholar
• Yodsudjai W, Pattarakittam T. Factors influencing half-cell potential measurement and its relationship with corrosion level. Measure. 2017;104:159–168.
   Google Scholar
• Zou ZH, Wu J, Wang Z, et al. Relationship between half-cell potential and corrosion level of rebar in concrete. Corros Eng Sci Tech. 2016;51(8):588–595.
   Web of Science ®Google Scholar
• Paul SC, Babafemi AJ, Conradie K, et al. Applied voltage on corrosion mass loss and cracking behavior of steel-reinforced SHCC and mortar specimens. J Mater Civ Eng. 2017;29(5):04016272.
   Web of Science ®Google Scholar
• Maaddawy T, Chahrour A, Soudki K. Effects of fiber-reinforced polymer wraps on corrosion activity and concrete cracking in chloride-contaminated concrete cylinders. J Compos Constr. 2006;10(2):139–147.
   Web of Science ®Google Scholar