Experiment Study on Corrosion Rate of Concrete Specimens Immersed in Sulfuric Acid

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Concrete degradation in sulfuric acid environment had been widely recognized and the corrosion mechanism needs be further understood. A long time immersion test of concrete specimens in dilute sulfuric acid is carried out. The experiment is designed by uniform design method and through which eight groups of concrete specimens with water cement ratios (W/C) ranging from 0.35 to 0.70 are soaked in sulfuric acid with pH values ranging from 2.00 to 4.00 for 150 days. The pH meter is used to monitor the pH changing of the soak solution. The titrating sulfuric acid is added to maintain the original pH value of the solution and then acid consumption of specimens is recorded. Based on concentration boundary layer theory, a theoretical reaction rate model is proposed and whose validity is proved by experiment. The comparison shows that the theoretical model can well reflect the experimental results in the early phase of immersion and in later phase of immersion, it will over estimate the corrosion speed due to the gypsum layer effect is ignored.

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Advanced Materials Research (Volumes 446-449)

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3652-3658

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January 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] E. W. Martin. Acid rain and air pollution vs. the building and outdoor sculptures of Montreal [J]. ART XXIII-4-1991:13-19.

Google Scholar

[2] Y.P. Wu, S.Y. Wang, P. Zhu. Investigation of acid deposition on buildings impact [J]. Shanghai Environmental Sciences, 1991(1):37-39. (in Chinese)

Google Scholar

[3] R.X. Shi, J.L. Xiong, T. Zhang. Investigation of atmospheric corrosion condition of partial city in Guizhou province [J]. Guizhou Enviromental Protection Science and Technology, 1998(3):22-24. (in Chinese)

Google Scholar

[4] J.X. Chen, J.C. Wu, H.B. Chen. Survey of the durability of building in severe acid rain circumstance [J]. Concrete, 2001(11):44-47. (in Chinese)

Google Scholar

[5] Z.G. Song, S.Y. Yang, Z. Liu, et al. Material degradation of RC structures attacked by acid rain-a field investigation in Kunming [J]. Concrete, 2007(11):23-27. (in Chinese)

Google Scholar

[6] Y.G. Zhu. Acid corrosion analysis and reinforcement design of workshop reinforced concrete independent plinth [J]. Anhui Architecture (supplement) 2002(7):85-86. (in Chinese)

Google Scholar

[7] V. Pavlík. et.al Degradation of concrete by flue gases from coal combustion[J]. Cement and Concrete Research. 1997(11):1731-1745.

DOI: 10.1016/j.cemconres.2007.04.008

Google Scholar

[8] H. Lee. et al. The formation and role of ettringite in Iowa highway concrete deterioration [J]. Cement and Concrete Research. 2005(35): 332-343.

DOI: 10.1016/j.cemconres.2004.05.029

Google Scholar

[9] J.Y. Han, X.W. Zhang, Y.J. Tian, et al. Investigation and Analysis of the Existing Corrosion State for the Concrete Constructions in the Sewage Disposal System [J].Concrete, 2000(11):52-54. (in Chinese)

Google Scholar

[10] W.B. Lin, R. Liu, B.L. Wen. Anti-corrosion and waterproofing maintenance of reinforced concrete sewage treatment tank [J].China Building Waterproofing, 2005(4):23-25.

Google Scholar

[11] S. Ehrich, L. Helard, et al. Biogenic and chemical sulfuric acid corrosion of mortars [J]. ASCE: Journal of materials in civil engineering, Vol.11, 1999(4):340-344. (in Chinese)

DOI: 10.1061/(asce)0899-1561(1999)11:4(340)

Google Scholar

[12] N.D. Belie, J. Monteny, A. Beeldens, Experimental research and prediction of the effect of chemical and biogenic sulfuric acid on different types of commercially produced concrete sewer pipes [J]. Cement and Concrete research, 2004 (34): 2223-2236.

DOI: 10.1016/j.cemconres.2004.02.015

Google Scholar

[13] J.C. Jofriet, V.A. Abdelmseeh, S.C. Negi, Deterioration of Reinforced Concrete in Farm Buildings Due to Sulfate and Sulfide Attack [J], Canada: Ottawa ASAE / CSAE Annual International Meeting, 2004:1-11.

DOI: 10.13031/2013.16796

Google Scholar

[14] D. Israel, D. E. Macphee, E. E. Lachowski. Acid attack on pore-reduced cements [J]. Journal of materials science, Vol.32, 1997: 4109-4116.

Google Scholar

[15] Q. Zhou, J. Hill. et.al. The role of pH in thaumasite sulfate attack [J]. Cement and Concrete Research 2006(36):160-170.

DOI: 10.1016/j.cemconres.2005.01.003

Google Scholar

[16] E. Hewayde, M. Nehdi and E.N. Allouche, Experimental investigations of the effect of selected admixture on the resistance of concrete to sulfuric acid attack [J]. ASCE: Pipelines, 2003:504-513.

DOI: 10.1061/40690(2003)33

Google Scholar

[17] E. Hewayde, M. Nehdi, E.N. Alloucheand G. Nakhla, Effect of Mixture Design Parameters and Wetting- Drying Cycles on Resistance of Concrete to Sulfuric Acid Attack [J]. ASCE: Journal of materials in civil engineering, 2007(2):155-63.

DOI: 10.1061/(asce)0899-1561(2007)19:2(155)

Google Scholar

[18] S.D. Xie, Q. Li et.al. Investigation of the effects of acid rain on the deterioration of cement concrete using accelerated tests established in laboratory [J]. Atmospheric Environment 2004(38): 4457-4466.

DOI: 10.1016/j.atmosenv.2004.05.017

Google Scholar

[19] M. Bohm, J. S. Devinny, F. Jahani and I. G.Rosen. On a moving-boundary system modeling corrosion in sewer pipes [J]. Appl. Math. Comp., 1998(92): 247–269.

DOI: 10.1016/s0096-3003(97)10039-x

Google Scholar

[20] F. Jahani, J. Devinny. et al. Investigation of sulfuric acid corrosion of concrete: Part I. modeling and chemical observations [J]. ASCE: J. Envir. Engrg. 127(7):572-279.

Google Scholar

[21] M. Bohm, J. S. Devinny, F. Jahani and I. G.Rosen. and C.Wang. A moving boundary diffusion model for the corrosion of concrete wast M. Bohm, J. S. Devinny, F. Jahani ewater systems: Simulation and experimental validation [J]. Proc., Am. Control Conf., American Automatic Control Council, Evanston, Ill., 1999:1739-1743.

Google Scholar

[22] K.T. Fang, C.X. Ma. Orthogonal and Uniform Design of Experiments [M].Beijing, China: Science Press, 2001. (in Chinese)

Google Scholar

[23] JGJ 55-2000, Specification for Mix Proportion of Ordinary Concrete[S]. Beijing, China: China Architecture and Building Press, 2001.

Google Scholar

[24] GB/T 50080-2002, Standard for Test Method of Performance on Ordinary Fresh Concrete [S].Beijing, China: China Architecture and Building Press, 2003.

Google Scholar

[25] R.B. Bird, W.E. Stewart, E.N. Lightfoot written. Y. Yuan, S.X. Rong, Y.F. Shi translated. Transport Phenomena [M]. Beijing, China: Chemical Industry Press, 1990:702-703.

Google Scholar

[26] X.S. Zhang, Z.G. Song , H.G. Ming. Corrosion of Mortar by Sulfuric Acid - Experiment and Theoretic Analysis [C]. 2nd Asia-Pacific Young Researchers and Graduates Symposium, Hangzhou, China. 2010:187-195.

Google Scholar