Journal article
Advanced modelling of concrete deterioration due to reinforcement corrosion
Abstract
A comprehensive model is presented for predicting the rate of steel corrosion in concrete structures and the consequent formation and propagation of cracks around the steel reinforcement. The corrosion model considers both the initiation and the propagation stages of corrosion. Processes commencing in the initiation stage, such as the transport of chloride ions and oxygen within the concrete and variation in temperature and moisture, are …
Authors
Isgor OB; Razaqpur AG
Journal
Canadian Journal of Civil Engineering, Vol. 33, No. 6, pp. 707–718
Publisher
Canadian Science Publishing
Publication Date
June 1, 2006
DOI
10.1139/l06-007
ISSN
0315-1468