A probabilistic approach to corrosion induced cracking in reinforced concrete was investigated. Hydraulic pressurization at the reinforcement/concrete interface was used to simulate corrosion of reinforcement and cause fracture. The failure pressure data was analysed statistically and found to have
Characterization of concrete cracking due to corrosion of reinforcements in different environments
✍ Scribed by Raquel R. Aveldaño; Néstor F. Ortega
- Publisher
- Elsevier Science
- Year
- 2011
- Tongue
- English
- Weight
- 887 KB
- Volume
- 25
- Category
- Article
- ISSN
- 0950-0618
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✦ Synopsis
This paper shows the results of a laboratory experimental study, characterizing cracking on concrete beams produced by corrosion of steel reinforcement exposed to different atmospheres. These environmental conditions were obtained by means of two electrolytic media: one alkaline, simulating the situation that occurs in an industrial environment, with beams exposed to a saturated solution of Calcium Hydroxide; and another with beams exposed to a Sodium Chloride solution, simulating de-icing or a marine environment. Test samples in reduced lab scale were tested too, in order to identify the different corrosion products generated in each case (and their influence on concrete cracking). Observation showed that the consistency of these products and the variation of the concrete consistency with regard to the environment employed, govern the cracking process.
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## Abstract The prediction of concrete cracking due to corrosion in atmospheric/carbonated conditions is a major issue for the evaluation of the durability of structures and the choice of maintenance policies. Because of the complexity of the phenomenon, a fully predictive approach is still missing