A Study on Corrosion Behavior of Carbon Steel in Artificial Solution of Geopolymer Paste by Open Circuit Potential

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This paper presents an experimental study on corrosion of carbon steel as reinforcement bar in artificial solution of geopolymer paste by Open Circuit Potential (OCP). The OCP measurements have been used in reinforcement bar concrete studies for many years to determine the corrosion behavior of materials. OCP is the potential of the working electrode relative to the reference electrode when no current or potential is being applied to cell. The OCP of reinforcement bar was recorded with time and this experiment has been done for 30 days. A copper/copper sulfate (Cu/CuSO4) reference electrode with a potential V-SHE of +0.318 V (at 25oC) was used in this study. The pH of geopolymer concrete was observed to be in the range of 11.5 to 12.5 depending on the formulations. Thus, in this study the artificial solutions of geopolymer paste that were used are pH 11, pH 12 and pH 13. It has been found that the potential values of three solutions were fluctuated from the beginning until day 30. The highest potential value was indicated by pH 13 whereas the maximum value is 0.542 V and minimum value is 0.205 V while pH 11 shows the lowest potential value with the maximum value 0.356 V and the minimum value-0.047 V. However, all the redox potential values for pH 11, pH 12 and pH 13 were located at passivity region, Fe2O3. The Fe2O3 is the stable phase in which this oxide acts as a protective film or passive layer in this region. It would be expected to provide some protection against corrosion. Keywords: corrosion, artificial solution, geopolymer paste, reinforcement bar, open circuit potential, passivity

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892-896

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April 2015

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] ISO 8044: 1999, Corrosion of Metals and Alloys: Basic terms and definitions, 3rd Edition, International Standard, Last reviewed in (2010).

Google Scholar

[2] Y. Santana Jimenez, M. Tejera Gil, M. Torrado Guerra, L.S. Baltes and J.C. Mirza Rosca, Interpretation of Open Circuit Potential of two Titanium Alloys for a long time immersion in Physiological Fluid, Bulletin of the Transilvania University of Brasov, Vol. 2 (51), Series 1 (2009).

Google Scholar

[3] Joseph Davidovits, Geopolymer chemistry and sustainable development. The Poly(sialate) terminology: a very useful and simple model for the promotion and understanding of green- chemistry, Proceedings of the World Congress Geopolymer, Geopolymer Institute (2005).

Google Scholar

[4] Yongjun Tan, Heterogeneous Electrode Processes and Localized Corrosion, Wiley Series in Corrosion, A John Wiley & Sons, Inc., Publication (2013).

Google Scholar

[5] Robert Heidersbach, Metallurgy and Corrosion Control in Oil and Gas Production, Chemistry of Corrosion, John Wiley & Sons, Inc, page 11 (2011).

DOI: 10.1002/9780470925782

Google Scholar

[6] ASTM G1-03, Standard Practice for Preparing, Cleaning, and Evaluating Corrosion Test Specimens (2011).

Google Scholar

[7] Einar Mattsson, in: Basic Corrosion Technology for Scientists and Engineers, edited by The Institute of Materials, 2nd Edition, UK (1996).

Google Scholar

[8] ASTM C876-09, Standard Test Method for Corrosion Potentials of Uncoated Reinforcing Steel in Concrete (2009).

Google Scholar

[9] ASTM G31-72, Standard Practice for Laboratory Immersion Corrosion Testing of Metals (2004).

Google Scholar