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Towards rendering steel reinforced concrete immune to corrosion

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conference contribution
posted on 29.01.2013 by Christian Christodoulou, Gareth K. Glass
This work reviews developments in the understanding of chloride induced corrosion of steel in concrete from both a kinetic and thermodynamic perspective. Corrosion damage is at least in part attributed to the production of acid at sites of corrosion initiation. Solid phase inhibitors provide a reservoir of hydroxyl ions to inhibit damage. Pit re-alkalisation is identified as an important protective effect in electrochemical treatments used to arrest corrosion. A process like pit re-alkalisation is achieved more easily by impressing current off sacrificial anodes using a power supply and may then be followed by low maintenance galvanic protection to prevent local acidification. Methods of monitoring the steel corrosion rate in electrochemically treated concrete have been developed and used to assess corrosion risk. Some of these concepts have been adopted in the recent international standard on cathodic protection, ISO 12696:2012. This work also considers some of the amendments to this standard.

History

School

  • Architecture, Building and Civil Engineering

Research Unit

  • Centre for Innovative and Collaborative Engineering (CICE)

Citation

CHRISTODOULOU, C. and GLASS, G., 2012. Towards rendering steel reinforced concrete immune to corrosion. Australasian Corrosion Association 2012 Annual Meeting, Melbourne, Australia, 11-14 November, paper 159, 11pp.

Publisher

Australasian Corrosion Association Inc.

Version

VoR (Version of Record)

Publication date

2012

Notes

This is a conference paper.

Language

en

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