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Diagnosing the cause of incipient anodes in repaired reinforced concrete structures

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journal contribution
posted on 2013-01-04, 10:03 authored by Christian Christodoulou, Chris GoodierChris Goodier, Simon Austin, John Webb, Gareth K. Glass
The incipient anode (or halo) effect often occurs on repaired reinforced concrete structures. The diagnosis of this problem is widely reported to be macrocell activity. This diagnosis is based on very limited data. Indeed potential measurements on field structures repaired with proprietary materials have provided data that suggest that macrocell activity is not a cause of incipient anode formation. Alternative mechanisms that may cause incipient anode activity include repair/parent material interface effects, residual chloride contamination within the parent concrete, and/or vibration damage to the steel/parent concrete interface during repair area preparation.

History

School

  • Architecture, Building and Civil Engineering

Citation

CHRISTODOULOU, C. ... et al., 2012. Diagnosing the cause of incipient anodes in repaired reinforced concrete structures. Corrosion Science, 69, pp. 123–129.

Publisher

© Elsevier Ltd.

Version

  • AM (Accepted Manuscript)

Publication date

2012

Notes

This article was published in the journal, Corrosion Science [© Elsevier Ltd.] and the definitive version is available at: http://dx.doi.org/10.1016/j.corsci.2012.11.032

ISSN

0010-938X

Language

  • en