The Effect of Chloride on Carbon Steel Reinforcement Corrosion

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In this study, the effect of chloride in marine environment on carbon steel reinforcement corrosion was investigated. The nature of corrosion products produced was analyzed through visual inspection and X Ray Diffraction (XRD). It was very difficult using gain and loss technique alone to evaluate passivation conditions and corrosion reactions. It was found that the corrosion rate of steel increases with the increasing of sodium chloride (NaCl) concentration when steel bars without concrete were used. However, a passive film was formed on all steel samples embedded in concrete due to concrete alkalinity. Results reveal that most corrosion products were mainly FeO(OH) along with FeCO3 and Fe2O3.

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238-242

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March 2020

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[1] Hans Bohni, Corrosion in reinforced concrete structures,. CRC Press, Woodhead Publishing Limited, Cambridge, England, (2005).

Google Scholar

[2] Ahmad, S., Reinforcement corrosion in concrete structures, its monitoring and service life prediction,, Cement and Concrete Composites, 25, (2003), pp.459-471.

DOI: 10.1016/s0958-9465(02)00086-0

Google Scholar

[3] Broomfield, J.G., Corrosion of steel in concrete: understanding, repair and investigation,, First Edition, E and FN Spon, UK, (1997).

Google Scholar

[4] Antonio Costa and Julio Appleton. Case studies of concrete deterioration in a marine environment in Portugal,. Cement and concrete composites, 24, (2002), pp.169-179.

DOI: 10.1016/s0958-9465(01)00037-3

Google Scholar

[5] M. Sosa, T. Pérez-López, J. Reyes, F. Corvo , R. Camacho-Chab, P. Quintana , D. Aguilar. Influence of the Marine Environment on Reinforced Concrete Degradation Depending on Exposure Conditions,. Int. J. Electrochem. Sci., 6 (2011), p.6300 – 6318.

Google Scholar

[6] Erhan Güneyisi, Mehmet Gesoğlu, Fatih Karaboğa, Kasım Mermerdaş. Corrosion behavior of reinforcing steel embedded in chloride contaminated concretes with and without meta kaolin,. Department of Civil Engineering, Gaziantep University, Turkey. April (2012).

DOI: 10.1016/j.compositesb.2012.09.085

Google Scholar

[7] T.A. Soylev, R.Francois. Quality of Steel – concrete interface and corrosion of reinforcing steel", science direct,, 12, November, (2002).

Google Scholar

[8] S. Subasi, M.Arslan and G.Durmus. The Effects of Various from Work Surfaces on the Corrosion Performance of Reinforcing Steel in Concrete,, Materials and Corrosion , (2010).

DOI: 10.1002/maco.200905236

Google Scholar

[9] B. Pradhan, B .Bhattacharjee The Performance of Rebar in Chloride Contaminated Concrete by Corrosion Rate, Department of Civil Engineering, India.(2008).

Google Scholar

[10] Rakshita Nagayac.The water cement ratio associated with the strength of concrete,, Quora (June 2015).https://www.quora.com/How is the water cement ratio associate with the strength of concrete.

Google Scholar

[11] John P.Broomfield.Corrosion Of Steel In Concrete,, 2nd Edition, Taylor & Francis, London, (2007).

Google Scholar

[12] A. Taher, G. Jarjoura and G. J. Kipouros, The Effect of Sulphate on the Electrochemical Behaviour of a Cu-Ni-Fe alloy (C70600),, J. of Corr. Sci. and Eng., 12, (2010), pp.42-42.

DOI: 10.1149/ma2007-01/11/512

Google Scholar

[13] AbdAlrahim Al Shikshak, AbdAlhakem Mansour, A. Taher, Effect of Flow Velocity of Sea Water on Corrosion rate of Low Carbon Steel,, Applied Mechanics & Materials, Vol.799-800, (2015), pp.232-236.

DOI: 10.4028/www.scientific.net/amm.799-800.232

Google Scholar