Preliminary Study of Corrosion Behavior on Carbon Steel Rebar in Mortar Mixed with Tin Slag as Partial Substitute Cementious Material under 3.5% NaCl Environment Using Electrochemical

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Abstract:

Tin slag is one of smelting waste that has not been utilized yet. As substitutional, cementious material in concrete replaced the function due to its similar oxide existence with Ordinary Portland Cement (OPC) such as SiO2, CaO, Al2O3, and Fe2O3. The objective of this research is to evaluate the corrosion behavior on the surface of carbon steel rebar due to the effect of partial substitution of tin slag in mortar. In this research, final tin slag added with ratio of 0.1, 0.2, 0.3 from total cement. The concrete had been cured for 28 days of immersed in NaCl 3.5% solution for 6 days. The corrosion behavior against steel reinforcement inside concrete measured by Electrochemical Impedance Spectroscopy (EIS) method and the result shows that 20% tin slag from the total of cement give the most competitive corrosion resistance than the others.

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233-237

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March 2020

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[1] S. Permana, J. Soedarsono, A. Rustandi, dan A. Maksum, Other Oxides Pre-removed from Bangka Tin Slag to Produce a High Grade Tantalum and Niobium Oxides Concentrate,, IOP Conference Series: Materials Science and Engineering, vol. 131, p.012006, (2016).

DOI: 10.1088/1757-899x/131/1/012006

Google Scholar

[2] G. Wang, The utilization of slag in civil infrastructure construction. Amsterdam [etc.]: Woodhead Publishing, (2016).

Google Scholar

[3] Shah, Darshan S., and Jayeshkumar Pitroda. An Experimental Study On Durability And Water Absorption Properties Of Pervious Concrete,. The Master Builder (2016): 56-60.

Google Scholar

[4] S. Muthulingam dan B. Rao, Non-uniform time-to-corrosion initiation in steel reinforced concrete under chloride environment,, Corrosion Science, vol. 82, pp.304-315, (2014).

DOI: 10.1016/j.corsci.2014.01.023

Google Scholar

[5] M. Mustafa dan K. Yusof, Atmospheric chloride penetration into concrete in semitropical marine environment,, Cement and Concrete Research, vol. 24, no. 4, pp.661-670, (1994).

DOI: 10.1016/0008-8846(94)90190-2

Google Scholar

[6] AISI 1022 Low Carbon Steel", AZoM.com, 2017. https://www.azom.com/article.aspx,ArticleID=6129.

Google Scholar

[7] G. Glass and N. Buenfeld, The influence of chloride binding on the chloride induced corrosion risk in reinforced concrete,, Corrosion Science, vol. 42, no. 2, pp.329-344, (2000).

DOI: 10.1016/s0010-938x(99)00083-9

Google Scholar

[8] Hausman, D. A., Steel corrosion in concrete. How does it occur?. Materials Protection, 6 (1967) 19-23.

Google Scholar

[9] J. Wei, X. Fu, J. Dong and W. Ke, Corrosion Evolution of Reinforcing Steel in Concrete under Dry/Wet Cyclic Conditions Contaminated with Chloride,, Journal of Materials Science & Technology, vol. 28, no. 10, pp.905-912, (2012).

DOI: 10.1016/s1005-0302(12)60149-2

Google Scholar