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Advanced modelling of concrete deterioration due...
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

Labels

Fields of Research (FoR)