Concrete Research and Technology
Online ISSN : 2186-2745
Print ISSN : 1340-4733
ISSN-L : 1340-4733
Proposal of Corrosion Rate Analytical Model of Reinforced Concrete with Crack
Yusuke HasegawaShinichi MiyazatoToshinori OyamotoKousuke Yokozeki
Author information
JOURNAL FREE ACCESS

2006 Volume 17 Issue 1 Pages 31-40

Details
Abstract
In the reinforced concrete with the crack, the corrosion rate becomes high because the macrocell is formed. This study proposed the analytical model, whose input data were the anodic and cathodic polarization curves, the polarization resistance and the concrete resistance, while output data were the macrocell and macrocell corrosion rates. Also, the experiments using the mortar specimen with the different cracks, the humidity and the water cement ratios were carried out to verify the model. As the result, 1) the corrosion rate analytical model of the reinforced concrete with the crack was proposed. 2) It was confirmed that the model was appropriate by the experiment using the mortar specimen.
Content from these authors
© Japan Concrete Institute
Previous article Next article
feedback
Top