In 2000 a proposal was launched to install a new Task Group of Working Party 11 of the European Federation of Corrosion, EFC, on modelling of reinforcement corrosion in concrete. Whereas the initiation stage of corrosion, i.e. chloride ingress and carbonation, has received considerable attention dur
Modelling of reinforcement corrosion – Influence of concrete technology on corrosion development
✍ Scribed by M. Beck; B. Isecke; J. Lehmann
- Publisher
- John Wiley and Sons
- Year
- 2006
- Tongue
- German
- Weight
- 289 KB
- Volume
- 57
- Category
- Article
- ISSN
- 0947-5117
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✦ Synopsis
Abstract
Reinforcement corrosion is influenced by different parameters like resistivity of concrete, setting conditions and also by concrete technology. Moreover the presence of cathodic areas and the possibility of unhampered cathodic reaction influences the reinforcement corrosion. In this paper the development of corrosion without large cathodic areas, called self‐corrosion, considering different concrete parameters, is studied.
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