Effectiveness of corrosion inhibitors in simulated concrete pore solution

Abstract

Steel embedded in concrete is normally in a passive state against corrosion due to a thin iron oxide layer that forms on the steel surface and remains stable in the high alkaline environment of the concrete. This protective film must be destroyed (depassivation) and this can be mainly done in two ways: by the attack of chlorides on the steel (seawater, de-icing salt, unwashed sea sand, admixtures, etc.) or by carbonation. Corrosion inhibitors may be a good alternative to protection steel against corrosion due to its lower cost and easy application. Many researchers are inclined to use surface applied corrosion inhibitors and prefer to use the Cl^–/inhibitor parameter as an indication of chloride inhibitor threshold level. The objective of this study was to fill the gap left by public research in developing methods of corrosion control of reinforcement in concrete by synthetic solutions to emulate concrete environment. Three inhibitors were distinguished as passivation inhibitors in real solution extract and synthetic. In this study, the tests with calcium nitrite (CNI), sodium monoflurophosphate (MFP) and ethanolamine-based inhibitors showed reductions in the overall rates of corrosion after the inhibitive treatments.

Keywords:

• Concrete
• corrosion
• chloride
• carbon steel
• CNI
• AMA and MFP

Disclosure statement

No potential conflict of interest was reported by the authors.