A probabilistic prediction model for the corrosion initiation time of steel reinforcement in concrete structures
by Linyuan Li, Nattapong Damrongwiriyanupap, Yunping Xi
International Journal of Modelling, Identification and Control (IJMIC), Vol. 14, No. 1/2, 2011

Abstract: This paper presents an analytic method for predicting the probabilistic features of corrosion initiation time of reinforcement in concrete structures subjected to chloride environments. By using the analytic solution of non-linear chloride diffusion equation, and using statistic data for thickness of concrete cover, water-to-cement ratio, curing time, chloride diffusion coefficient, surface chloride concentration and chloride threshold value, both the mean and standard deviation of the corrosion initiation time can be calculated analytically.

Online publication date: Sat, 21-Mar-2015

The full text of this article is only available to individual subscribers or to users at subscribing institutions.

 
Existing subscribers:
Go to Inderscience Online Journals to access the Full Text of this article.

Pay per view:
If you are not a subscriber and you just want to read the full contents of this article, buy online access here.

Complimentary Subscribers, Editors or Members of the Editorial Board of the International Journal of Modelling, Identification and Control (IJMIC):
Login with your Inderscience username and password:

    Username:        Password:         

Forgotten your password?


Want to subscribe?
A subscription gives you complete access to all articles in the current issue, as well as to all articles in the previous three years (where applicable). See our Orders page to subscribe.

If you still need assistance, please email subs@inderscience.com