The application of electrochemical impedance spectroscopy to determine the long-term effectiveness of corrosion inhibitors for steel in concrete

Abstract The excellent corrosion resistance of steel in reinforced concrete is decreased in the presence of chloride ingress the carbonation of this cover. The use of inhibitors is one of several possible methods to protect rebar from corrosion. The most common practice is their addition together with the mixing water of concrete. In this work, we have studied the effect of two “commercial” inhibitors: calcium nitrate and alkanolamine on the corrosion resistance of reinforcing steel, as function of time. The concrete tested was made with 400 kg m −3 Portland cement, which has a high resistance to sulphate, and the water–cement ratio was equal to 0.4. Inhibitors were introduced in fresh concrete mix at different contents. Tests were conducted with reinforced concrete specimens. Specimens were immersed in salt solution (0.5 M of NaCl) for three years. During this period, the condition of steel was monitored each year, with measuring zero-current potential and electrochemical impedance spectroscopy (EIS). It appears that alkanolamine based inhibitor has not a negative effect on the bulk concrete cover. However, calcium nitrate inhibitor does not improve the concrete properties. These “commercial” inhibitors are not effective, when chloride is present on the steel–concrete interface.

[1]  Vicente Feliu,et al.  Equivalent circuit for modelling the steel-concrete interface. I. Experimental evidence and theoretical predictions , 1998 .

[2]  H. Justnes,et al.  TECHNICAL NITRATE AS SET ACCELERATOR FOR CEMENT , 1993 .

[3]  J G Dillard,et al.  SURFACE CHARACTERIZATION OF REINFORCING STEEL AND THE INTERACTION OF STEEL WITH INHIBITORS IN PORE SOLUTION , 1991 .

[4]  A Raharinaivo,et al.  Steel corrosion in concretes deteriorated by chlorides and sulphates: Electrochemical study using impedance spectrometry and ‘stepping down the current” method , 1992 .

[5]  J. Dawson,et al.  Impedance and electrochemical noise measurements on iron and iron-carbon alloys in hot caustic soda , 1991 .

[6]  N. Berke,et al.  TECHNICAL REVIEW OF CALCIUM NITRITE CORROSION INHIBITOR IN CONCRETE , 1989 .

[7]  Charles K. Nmai,et al.  Organic-Based Corrosion-Inhibiting Admixture For Reinforced Concrete , 1992 .

[8]  C Andrade,et al.  EFFECT OF NITRITE AS A CORROSION INHIBITOR IN CONTAMINATED AND CHLORIDE-FREE CARBONATED MORTARS , 1990 .

[9]  J. Irvine,et al.  Electrochemical characteristics of reinforced concrete corrosion as determined by impedance spectroscopy , 1992 .

[10]  H. Jennings,et al.  Impedance spectra of hydrating cement pastes , 1991 .

[11]  J. Grandet,et al.  Comparing the steel-concrete interface state and its electrochemical impedance , 1996 .

[12]  Richard F Stratfull HALF-CELL POTENTIALS AND THE CORROSION OF STEEL IN CONCRETE , 1973 .

[13]  A. Raharinaivo,et al.  Characterisation of steel/concrete interface by electrochemical impedance spectroscopy , 1994 .