Hostname: page-component-586b7cd67f-l7hp2 Total loading time: 0 Render date: 2024-11-24T16:00:47.103Z Has data issue: false hasContentIssue false

Monitoring carbon steel behavior under biotic and abiotic conditions

Published online by Cambridge University Press:  31 March 2015

E.J. León
Affiliation:
Civil Engineering and Geosciences, Department Materials & Environment, Delft University of Technology, Delft, The Netherlands.
D.A. Koleva
Affiliation:
Civil Engineering and Geosciences, Department Materials & Environment, Delft University of Technology, Delft, The Netherlands.
H.M. Jonkers
Affiliation:
Civil Engineering and Geosciences, Department Materials & Environment, Delft University of Technology, Delft, The Netherlands.
J.M.C. Mol
Affiliation:
Faculty 3mE, Department Surfaces & Interfaces, Delft University of Technology, Delft, The Netherlands.
H. Terryn
Affiliation:
Faculty 3mE, Department Surfaces & Interfaces, Delft University of Technology, Delft, The Netherlands. Vrije Universiteit Brussel, Dept. Electrochemical and Surface Engineering, Brussels, Belgium
K. van Breugel
Affiliation:
Civil Engineering and Geosciences, Department Materials & Environment, Delft University of Technology, Delft, The Netherlands.
Get access

Abstract

Deterioration of concrete structures, together with corrosion of reinforcing steel due to the action of microorganisms, is known as Microbiologically Induced Corrosion of Concrete (MICC). The activity of microorganisms can initiate and further accelerate both steel corrosion and cement-based matrix degradation in reinforced concrete structures. The mechanism is related to initial surface colonization and further bio-products (and aggressive substance respectively) penetration into the bulk concrete matrix, reaching the reinforcement level. Common knowledge is that bio-deterioration-related infrastructure degradation, maintenance and repair have a significant economic impact worldwide. However, due to the complexity of all related mechanisms, a durable and feasible solution is still to be achieved for the engineering practice. This paper briefly points out main bio-degradation related mechanisms for concrete, steel and reinforced concrete structures and presents results on the electrochemical response of carbon steel in simulated environment under biotic and abiotic conditions.

Type
Articles
Copyright
Copyright © Materials Research Society 2015 

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

REFERENCES

Sanchez-Silva, M and Rosowsky, D, J Mater Civil Eng 20: 352365. 2008.CrossRefGoogle Scholar
Feng, Lijuan, Yang, Huaiyu and Wang, Fuhui. Electrochimica Acta. Vol. 58, 427436. 2011 CrossRefGoogle Scholar
George, R.P., Vishwakarma, Vinita, Samal, S.S. and Kamachi Mudali, U, Concrete Research Letters. Vol. 3. 2012.Google Scholar
NACE International Publication 08113. Corrosion Problems and Renewal Technologies in Municipal Wastewater Systems. NACE International, 2013.Google Scholar
Kenneth, B., Tator, P.E.. CORROSION Conference 2003. Paper No 03060. NACE International, 2003.Google Scholar
Subir, Paul and Bikash, Kar. ISRN Corrosion. 2012.Google Scholar