References
- Ahmad, S. (2003), "Reinforcement corrosion in concrete structures, its monitoring and service life prediction--a review", Cement Concrete Comp., 25(4), 459-471. https://doi.org/10.1016/S0958-9465(02)00086-0
- Alghamdi, S.A. and Ahmad, S. (2014), "Service life prediction of RC structures based on correlation between electrochemical and gravimetric reinforcement corrosion rates", Cement Concrete Comp., 47, 64-68. https://doi.org/10.1016/j.cemconcomp.2013.06.003
- Al Zubaidy, E.A.H. and Al Tamimi, A. (2012), "Reduction of corrosion process in steel bars using inhibitors", Int. J. Electrochem. Sci., 7, 6472-6488.
- Apostolopoulos, C.A. and Papadakis, V.G. (2008), "Consequences of steel corrosion on the ductility properties of reinforcement bar", Constr. Build. Mater., 22(12), 2316-2324. https://doi.org/10.1016/j.conbuildmat.2007.10.006
- Assouli, B., Ballivy, G. and Rivard, P. (2008), "Influence of environmental parameters on application of standard ASTM C876-91: half cell potential measurements", Corrosion Eng. Sci. Technol., 43(1), 93-96. https://doi.org/10.1179/174327807X214572
- Ballim, Y. and Reid, J.C. (2003), "Reinforcement corrosion and deflection of RC beams - an experimental critique of current test methods", Cement Concrete Comp., 25(6), 25-32.
- Berkeley, K.G.C. and Pathmanaban, S. (1990), Cathodic protection of reinforcement steel in concrete, Butterworths & Co. Ltd., London, UK.
- Cabrera, J.G. (1996), "Deterioration of concrete due to reinforcement steel corrosion", Cement Concrete Comp., 18(1), 47-59. https://doi.org/10.1016/0958-9465(95)00043-7
- Dehwah, H.A.F., Maslehuddin, M. and Austin, S.A. (2002), "Long-term effect of sulfate ions and associated cation type on chloride-induced reinforcement corrosion in Portland cement concretes", Cement Concrete Comp., 24(1), 17-25. https://doi.org/10.1016/S0958-9465(01)00023-3
- Diaz, B., Freire, L., Novoa, X.R. and Perez, M.C. (2009), "Electrochemical behaviour of high strength steel wires in the presence of chlorides", Electrochimica Acta, 54(22), 5190-5198. https://doi.org/10.1016/j.electacta.2009.01.017
- Fang, C, Lundgren, K., Plos, M. and Gylltoft, K. (2006), "Bond behaviour of corroded reinforcing steel bars in concrete", Cement Concrete Res., 36, 1931-1938. https://doi.org/10.1016/j.cemconres.2006.05.008
- Li, G., Yuan, Y.S. and Li, F.M. (2005), "Accelerating effect of wetting-drying cycles on steel bar corrosion in concrete", J. China Univ. Mining Technol., 15(3), 197-202.
- Lomborg, B. (2001), The skeptical environmentalist: measuring the real state of the world, Cambridge University Press, Cambridge.
- Nwaubani, S.O. and Katsanos, A. (2014), "Effect of alternative de-icers on the corrosion resistance of reinforced concrete bridges and highway structures", Intechopen, 24, 594-614
- Ormellese, M., Berra, M., Bolzoni, F. and Pastore, T. (2006), "Corrosion inhibitors for chlorides induced corrosion in reinforced concrete structures", Cement Concrete Res., 36(3), 536-547. https://doi.org/10.1016/j.cemconres.2005.11.007
- Pettersson, K. (1998), "Service life of concrete structure including the propagation time", Concrete under severe conditions 2: environment and loading: Proceedings of the 2nd international conference on concrete under severe conditions, Troms, Norway.
- Poerner, N.W. (2007), An investigation of variability among residual stress measurement techniques and prediction of machining induced distortion, Texas Tech University.
- Poupard, O., L'hostis, V., Catinaud, S. and Petre-Lazar, I. (2006), "Corrosion damage diagnosis of a reinforced concrete beam after 40 years natural exposure in marine environment", Cement Concrete Res., 36(3), 504-520. https://doi.org/10.1016/j.cemconres.2005.11.004
- Pradhan, B. and Bhattacharjee, B. (2009), "Half-cell potential as an indicator of chloride-induced rebar corrosion initiation in RC", J. Mater. Civil Eng., 21(10), 543-552. https://doi.org/10.1061/(ASCE)0899-1561(2009)21:10(543)
- Sakr, K. (2005), "Effect of cement type on the corrosion of reinforcing steel bars exposed to acidic media using electrochemical techniques", Cement Concrete Res., 35(9), 1820-1826. https://doi.org/10.1016/j.cemconres.2004.10.015
- Schmitt, G. (2009), "Global needs for knowledge dissemination, research, and development in materials deterioration and corrosion control", World Corrosion Organization, New York.
- Song, H.W., Ann, K.Y., Pack, S.W. and Lee, C.H. (2010), "Factors influencing chloride transport and chloride threshold level for the prediction of service life of concrete structures", Int. J. Struct. Eng., 1(1), 131-144. https://doi.org/10.1504/IJSTRUCTE.2010.031481
- Tan, Y.J. (2011), "Experimental methods designed for measuring corrosion in highly resistive and inhomogeneous media", Corrosion Sci., 53, 1145-1155 https://doi.org/10.1016/j.corsci.2011.01.018
- Torres-Acosta, A.A., Sergio, N.G. and Jorge, T.G. (2007), "Residual flexure capacity of corroded reinforced concrete beams", Eng. Struct., 29(6), 1145-1152. https://doi.org/10.1016/j.engstruct.2006.07.018
- Wang, H.L., Lu, C.H., Jin, W.L. and Bai, Y. (2011), "Effect of external loads on chloride transport in concrete", J. Mater. Civil Eng., 23(7), 1043-1049. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000265
- Wang, Y. and Hao, H. (2012), "Damage identification of steel beams using local and global methods", Adv. Struct. Eng., 15(5), 807-824. https://doi.org/10.1260/1369-4332.15.5.807
- Wang, Y., Zhu, X.Q., Hao, H. and Stewart, M.G. (2008), "Corrosion-induced cracking of reinforced concrete beam: experimental study", WCEAM-IMS 2008: Engineering asset management-a foundation for sustainable development: Proceedings of the Third World Congress on Engineering Asset Management and Intelligent Maintenance Systems. Springer-Verlag London.
- Yuan, Y., Ji, Y., and Shah, S.P. (2007), "Comparison of two accelerated corrosion techniques for concrete structures", ACI Struct. J., 104(3), 344-347.
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