Analyzing crack width to predict corrosion in reinforced concrete
Journal Article
·
· Cement and Concrete Research
Our aim in this paper is to introduce a set of relationships linking the distribution of reinforcement corrosion and the width of cover crack that results from such corrosion. This work is based on experimental results obtained on the longitudinal reinforcements of two beams naturally corroded over periods of 14 and 17 years. We first compared these experimental results with existing models linking crack width and attack penetration. Noting that such models only partially predict actual experimental data, we put forward a new model using the parameter of reinforcement cross-section loss.
- OSTI ID:
- 20658334
- Journal Information:
- Cement and Concrete Research, Vol. 34, Issue 1; Other Information: DOI: 10.1016/S0008-8846(03)00246-1; PII: S0008884603002461; Copyright (c) 2003 Elsevier Science B.V., Amsterdam, The Netherlands, All rights reserved; Country of input: International Atomic Energy Agency (IAEA); ISSN 0008-8846
- Country of Publication:
- United States
- Language:
- English
Similar Records
Prediction of reinforcement corrosion using corrosion induced cracks width in corroded reinforced concrete beams
Concrete cover cracking with reinforcement corrosion of RC beam during chloride-induced corrosion process
Modeling of concrete cracking due to corrosion process of reinforcement bars
Journal Article
·
Sat Feb 15 00:00:00 EST 2014
· Cement and Concrete Research
·
OSTI ID:20658334
Concrete cover cracking with reinforcement corrosion of RC beam during chloride-induced corrosion process
Journal Article
·
Mon Mar 15 00:00:00 EDT 2010
· Cement and Concrete Research
·
OSTI ID:20658334
Modeling of concrete cracking due to corrosion process of reinforcement bars
Journal Article
·
Fri May 15 00:00:00 EDT 2015
· Cement and Concrete Research
·
OSTI ID:20658334
+1 more