Reinforced concrete metallic structures corrosion, in the presence of chlorides

Citation
Rf. Gonzalez et al., Reinforced concrete metallic structures corrosion, in the presence of chlorides, REV CHIM, 52(9), 2001, pp. 458-460
Citations number
10
Categorie Soggetti
Chemical Engineering
Journal title
REVISTA DE CHIMIE
ISSN journal
00347752 → ACNP
Volume
52
Issue
9
Year of publication
2001
Pages
458 - 460
Database
ISI
SICI code
0034-7752(200109)52:9<458:RCMSCI>2.0.ZU;2-I
Abstract
Using metallographic and electrochemical techniques it resulted that the ca rbon steel presents a high passivation tendency and in practice does not co rrode in Ca(OH), saturated solution. In the presence of chloride ions, of l ow concentration (0.005M-0.025M NaCl) the carbon steel also is passive and corrodes with a slow corrosion rates; although it appears pitting corrosion , this is produced at high potentials (+700mV divided by +650mV) which can not be achieved in service conditions; so, the metal can be considered stab ly. At high chloride ion concentrations (0.5M NaCl), the carbon steel from reinforced concrete presents pitting corrosion and is not surely.