Please use this identifier to cite or link to this item:
|Título :||Steel Corrosion in a Chloride Contaminated Concrete Pore Solution with Low Oxygen Availability|
|Autor :||Toro, L., Andrade, C., Fullea, J., Martínez Sierra, Isabel, Rebolledo, Nuria|
|Fecha de publicación :||2012|
|Resumen:||It is commonly mentioned that in concrete chloride induced corrosion is controlled by the oxygen content in such a manner that in water saturated conditions no oxygen will be present and thus no corrosion can develop. In the present paper, experimentation has been made in low oxygen availability “pore” solutions with several amounts of chlorides. These situations may represent the case of a water saturated concrete. The results indicate that at very low oxygen contents, i.e. almost negligible because complete removal is very difficult, corrosion may develop in presence of chlorides. The presence or absence of corrosion is influenced by the amount of chloride, its corrosion potential and the steel surface condition.|
|Versión del editor:||http://rd.springer.com/chapter/10.1007/978-94-007-2703-8_6|
|Citación :||Advances in Modeling Concrete Service Life, RILEM BOOKSERIES, V. 3 -53-63 (2012)|
|Appears in Collections:||(CISDEM) Libros y partes de libros|
Files in This Item:
There are no files associated with this item.
Show full item recordCSIC SFX Links
Items in Digital.CSIC are protected by copyright, with all rights reserved, unless otherwise indicated.