## Abstract Corrosion sensors were devised to develop a system whereby the depth of chloride permeation from concrete surfaces can be monitored nonβdestructively on a realβtime basis using such sensors embedded in cover concrete of reinforced concrete structures. The proposed corrosion sensors were
Effective monitoring of corrosion in reinforcing steel in concrete constructions by a multifunctional sensor
β Scribed by Shi-Gang Dong; Chang-Jian Lin; Rong-Gang Hu; Lan-Qiang Li; Rong-Gui Du
- Publisher
- Elsevier Science
- Year
- 2011
- Tongue
- English
- Weight
- 965 KB
- Volume
- 56
- Category
- Article
- ISSN
- 0013-4686
No coin nor oath required. For personal study only.
β¦ Synopsis
A novel multifunctional sensor is developed for in situ and non-destructive monitoring of the corrosion current and open circuit potential of reinforcing steel, as well as the pH and Cl -concentration of concrete. The pH and Cl -sensors show good responses to the pH and Cl -concentration of concrete pore solutions, respectively, and are able to monitor both the carbonization process of concrete and the ingress of Cl - in concrete. Combined with measurements of the corrosion potential and corrosion current density, as well as the EIS spectra of reinforcing steel in concrete, this study demonstrates that the pH and the Cl - concentration of concrete are two of the most crucial factors that determine the corrosion of reinforcing steel in concrete. The corrosion tendency and corrosion rate of reinforcing steel largely depend on the chemical environment in the concrete. The multifunctional sensor is a powerful tool for in situ monitoring corrosion of steel in concrete, and provides accurate details of the chemical condition of the concrete pore solution and the corrosion status of the reinforcing steel in concrete. These are essential for corrosion predictions and service life evaluations of concrete constructions.
π SIMILAR VOLUMES
Results of accelerated laboratory studies reported in this paper show that a high tricalcium aluminate content of cement has a significant beneficial effect on reinforcement corrosion resistance performance of concrete structures. On an average, a 9.5% Type I cement performs 1.62 times better than a
Pore solution study has been carried out on 2.43 and 14% C3A hardened cement pastes. Data have been analyzed in conjunction with the data developed in two pore solution studies made by Page and Vennesland and Diamond using 7.37 and 9.1% C3A mature cement pastes. The results show that C3A and alkali
## Abstract In this study, the effects of various formwork surfaces on the corrosion performance of reinforcing steel in concrete were examined. For this purpose, seven formwork surfaces from populus nigra, pinus silvestris, steel sheet, and four of plywoods were prepared. Three of the plywood form
In situ Raman spectroscopy, electrochemical impedance spectroscopy (EIS) and polarization curves were used to study the corrosion behavior of reinforcing steel in simulated concrete pore (SCP) solutions (saturated Ca(OH) 2 solutions). Results indicated that the reinforcing steel remained passive in