Journals / IUFS Journal of Biology / 2009 / Cilt: 68 - Sayı: 2

A brief review of general patterns of MIC of carbon steel and biodegradation of concrete

Pages
65–73
Publication Date
2022-10-18
DOI
—
🏛️Bibliographic metadata and full text access for this article are provided via DergiPark.
DergiPark Record ↗
✨

AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

At the end, some general guide lines for prevention of MIC on these materials are also outlined.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:MIC (Microbiologically influenced corrosion) is an electrochemical type of corrosion enhanced by some typesof micro-/ macro-organisms.
📊
Key Findings & Data:However, in this paper, MIC will be used to address the corrosion enhanced bymicro-organisms.
💡
Conclusion & Impact:At the end, some general guide lines for prevention of MIC on these materials are also outlined.
🔬Design:Review & Systematic Survey
📍Scope:Comprehensive Sample
⚙️Variables:Domain Parameters

Abstract

MIC (Microbiologically influenced corrosion) is an electrochemical type of corrosion enhanced by some typesof micro-/ macro-organisms. However, in this paper, MIC will be used to address the corrosion enhanced bymicro-organisms. In order for MIC to occur, two minimum requirements are (i) vulnerability of the material and(ii) existence of environmental factors that are favoring MIC. This type of corrosion is known to affect bothmetals and non-metals. On the other hand, the factors that render the environment suitable for MIC are, but notlimited to, pH, temperature, systems, dynamics, and availability of chemicals such as carbon source necessaryfor sustaining the growth of corrosion-enhancing bacteria. Under natural conditions, bacteria are usually found innon-pure, mixed communities known as “mixed cultures” or “microbial consortia”. When a certain material isexposed to a known, in-engineering-terms “uniform” group of bacteria (such as all Desulfovibrio desulfuricans),it is easier to explain the corrosion mechanism (s) than a mixed culture will be affecting different constructingmaterials of a given system. In this paper, corrosive effects of some known types of bacteria (such as sulphatesreducing bacteria and sulphur oxidizing bacteria) on enhancement of corrosion of carbon steel and concrete arereviewed. At the end, some general guide lines for prevention of MIC on these materials are also outlined.

🔖

Cite This Article

JAVAHERDASHTİ, R. (2022). A brief review of general patterns of MIC of carbon steel and biodegradation of concrete. IUFS Journal of Biology, Cilt: 68 - Sayı: 2, 65–73. https://ajindex.com/articles/544070

📄 Full Text PDF Viewer

📄

PDF görüntüleyici hazırlanıyor...

References (11)

  1. Angell P., Urbanic K. (2000) Sulphate – reducing bacteria activity as a parameter to predict localized corrosion of stainless alloys. Corrosion Science, 42: 897-912.
  2. Flemming H.C. (1996) Economical and technical overview. In: Heitz E, Flemming HC, Sand W (eds.), Microbially influenced corrosion of materials, Springer-Verlag Berlin, Heidelberg, pp.5-14.
  3. Javaherdashti R. (2009) MIC myths: Avoiding common pitfalls in the practice of hydrotesting and likelihood of Microbial induced corrosion. Corrosion Management, 86: 11-14 Javaherdashti R. (2008a) Microbiologically Influenced Corrosion- An Engineering Insight, Chapter 4, Springer, UK, pp. 29-71. Javaherdashti R., (2008b), Microbiologically Influenced Corrosion- An Engineering Insight, Chapter 8, Springer, UK, pp.123- 131. Javaherdashti R. (2008c), Microbiologically Influenced Corrosion- An Engineering Insight Chapter 9, Springer, UK, pp.133- 158. Javaherdashti R. (2007) Making Sense Out of Chaos: General Patterns of MIC of Carbon Steel and Biodegradation of Concrete, Paper 016, Presented at ACA 2007,
  4. Hobart, Tasmania, Australia. Javaherdashti R. Farinha, P. A. Sarker, P.K. Nikraz H. (2006) On Microbial Corrosion of Concrete: Causes, Mechanisms and Mitigation. Concrete in Australia, 32(1): 26–28.
  5. Javaherdashti R. (2004) A Review of Microbiologically Influenced Corrosion with Emphasis on Concrete Structures, Proceedings of Corrosion and Prevention 2004 (CAP04), 21-24 November 2004,
  6. Perth, Australia. Javaherdashti R. (1999) A Review of Some Characteristics of MIC Caused by Sulphate- reducing Bacteria: Past, Present and Future. Anti-Corrosion Methods & Materials 46(3): 173-180.
  7. Jozsa P.G., Sand W., Gehrke T., Zapel K. (1996) Attack on Brickwork in Sewage Pipelines. In: Heitz E, Flemming HC, Sand W. (Eds). Microbially Influenced Corrosion of Materials, Springer-Verlag Berlin, Heidelberg, Germany, pp. 325-338.
  8. Li S.Y., Kim Y.G., Jeon K.S., Kho Y.T., Kang T. (2001) Microbiologically Influenced Corrosion of Carbon Steel Exposed to Anaerobic Soil. Corrosion, 57 (9): 815-824.
  9. Little B.J., Wagner P. (1997) Myths Related to Microbiologically Influenced Corrosion. Materials Performance (MP), 36(6): 40-44.
  10. Maxwel S., Devine C., Rooney F. Spark I. (2004) Monitoring and control of Bacterial Biofilms in Oilfield Water handling Systems, Paper 04752, CORROSIO/2004,
  11. NACE, TX, Houston, USA. Nica D., Davis J.L., Kirby L., Zuo G., Roberts D.J. (2000) Isolation and Characterization of Microorganisms Involved in The Biodeterioration