Effect of corrosion on metals and its prevention
Keywords:
corrosion, effect, prevention, electrochemical controlAbstract
Metal corrosion is a ubiquitous phenomenon that occurs in various papers. Atmospheric or uniform, galvanic, crevice, pitting, and microbial corrosion are common rust styles. The effects of corrosion are many and varied and the effects of those that are safe, reliable, and effective for raw gadgets or buildings are often worse than the loss of large amounts of metal. screws of various types and the need for high-value exchanges are more likely even though the amount of metal dissolved is very small.
References
Jones DA. Principles and Prevention of Corrosion, Second Edition, New Jersey: Prentice Hall, 1996.
Kahhaleh KZ. Corrosion Performance of Epoxy-Coated Reinforcement. Doctor of Philosophy Dissertation, Department of Civil Engineering, the University of Texas at Austin, USA, 1994.
Fontana MG. Corrosion Engineering, Third Edition. New York: McGraw-Hill, 1986.
De Sena RA, Bastos IN, Platt GM. “Theoretical and experimental aspects of the corrosivity of simulated soil solutions,” ISRN Chemical Engineering, 2012; 2012(6):Article ID 103715.
Goulter C. “An analysis of pipe breakage in urban water distribution networks,” Canadian Journal of Civil Engineering, 1985; 12(2):286-293.
Doleac ML, Lackey SL, Bratton GN. “Prediction of time-to-failure for buried cast iron pipe,” in Proceedings of the Annual Conference of the American Water Works Association (AWWA ’80), pp. 31–38, Denver, Colo, USA, 1980.
Dean Jr SW, Grab GD. “Corrosion of carbon steel by concentrated sulfuric acid,” Materials Performance, 1985; 24(6):21-25.
O’Day DK, Weiss R, Chiavari S, Blair D. Water Main Evaluation for Rehabilitation/Replacement, American Water Works Association Research Foundation, Denver, Colo, USA, 1986.
Rajani B, Kleiner Y. “Comprehensive review of structural deterioration of water mains: physically-based models,” Urban Water, 2001; 3(3):151-164.
Li J, Tang R, Liu JF, Liu JS. “The analysis of soil corrosion factors in a long-distance oil pipeline,” Equipment Manufacturing, 2012; 9:31-33.
Li CQ, Yang ST. “Stress intensity factors for high aspect ratio semi-elliptical internal surface cracks in pipes,” International Journal of Pressure Vessels and Piping, 2012; 96-97:13-23.
Marshall P. The Residual Structural Properties of Cast Iron Pipes—Structural and Design Criteria for Linings for Water Mains, Water Industry Research, London, UK, 2001.
Singh SK, Mukherjee AK. “Kinetics of mild steel corrosion in aqueous acetic acid solutions,” Journal of Materials Science and Technology, 2010; 26(3):264-269.
Wu YH, Liu TM, Luo SX, Sun C. “Corrosion characteristics of Q235 steel in simulated Yingtan soil solutions,” Materialwissenschaft und Werkstofftechnik, 2010; 41(3):142-146.
ASTM E8M13, Standard Test Methods for Tension Testing of Metallic Materials, ASTM International, 2013. [26] ASTM-E1820, Standard Test Method for Measurement of Fracture Toughness, ASTM International, 2013.
Yan M, Wang J, Han E, Ke W. “Local environment under simuladisbandednded coating on steel pipelines in soil solution,” Corrosion Science, 2008; 50(5):1331-1339.
Liu ZY, Li XG, Du CW, Cheng YF. “Local additional potential models the for the effect of strain rate on SCC of pipeline steel in an acidic soil solution,” Corrosion Science, 2009; 51(12):2863-2871.
Li CQ. “Initiation of chloride-induced reinforcement corrosion in concrete structural members—experimentation,” ACI Structural Journal, 2001; 98(4):502-510.
Long F, Zheng W, Chen C, Xu Z, Han Q, “Influence of temperature, CO2 partial pressure, flow, rate, and pH value on the uniform corrosion rate of X65 pipeline steel,” Corrosion and Protection, 2005; 26(7):290-294.
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