Effect of electrochemically reactive rust layers on the corrosion of steel in a Ca(OH)2 solution

Abstract Electrochemical and gravimetric measurements are used to study the effect of rust layers on the corrosion of rusted steel in a saturated Ca(OH) 2 solution imitating the liquid phase in concrete pores. The results indicate that the reduction of rust is the main cathodic reaction in the first phase of the corrosion process of rusted steel. Subsequently the oxygen reduction reaction becomes the cathodic predominant reaction, in which the rust seems to act as a porous electrode. In this research rust clearly favours the corrosion of rusted steel, and an approximately direct correlation is seen between the rust mass and the mass loss due to steel corrosion. In the electrochemical measurements, attention is paid to the overestimation of the corrosion rate deduced from the polarisation resistance in the case of specimens with the highest rust contents, a problem that is attributed to the inappropriateness of the conventional measuring procedure in the presence of high capacitance values and redox processes.

[1]  Jose Gonzalez,et al.  Methods for studying corrosion in reinforced concrete , 1994 .

[2]  Ketil Videm,et al.  Phenomena disturbing electrochemical corrosion rate measurements for steel in alkaline environments , 2001 .

[3]  M. Itagaki,et al.  Electrochemical impedance of thin rust film of low-alloy steels , 2004 .

[4]  Asuncion Bautista,et al.  Some considerations on the effect of chloride ions on the corrosion of steel reinforcements embedded in concrete structures , 1998 .

[5]  Kazuhiko Noda,et al.  Electrochemical Behavior of Rust Formed on Carbon Steel in a Wet/Dry Environment Containing Chloride Ions , 2000 .

[6]  C. M. Rangel,et al.  Electrochemical behaviour of steel rebars in concrete: influence of environmental factors and cement chemistry , 2001 .

[7]  Howard W. Pickering,et al.  Interpretation of impedance data for reinforcing steel in alkaline solution containing chlorides and acetates , 1998 .

[8]  D. Qu Application of a.c. impedance technique to the study of the proton diffusion process in the porous MnO2 electrode , 2003 .

[9]  Asuncion Bautista,et al.  The behaviour of pre-rusted steel in concrete , 1996 .

[10]  A. Kuch,et al.  INVESTIGATIONS OF THE REDUCTION AND RE-OXIDATION KINETICS OF IRON (III) OXIDE SCALES FORMED IN WATERS , 1988 .

[11]  J. Avila-Mendoza,et al.  Effect of Superficial Oxides on Corrosion of Steel Reinforcement Embedded in Concrete , 1994 .

[12]  Martin Stratmann,et al.  The mechanism of the oxygen reduction on rust-covered metal substrates , 1994 .

[13]  C. Andrade,et al.  Quantitative measurements of corrosion rate of reinforcing steels embedded in concrete using polarization resistance measurements , 1978 .

[14]  P. Dillmann,et al.  Advances in understanding atmospheric corrosion of iron. I. Rust characterisation of ancient ferrous artefacts exposed to indoor atmospheric corrosion , 2004 .

[15]  Martin Stratmann,et al.  In situ Möβbauer spectroscopic study of reactions within rust layers , 1989 .

[16]  M. Stratmann,et al.  On the atmospheric corrosion of metals which are covered with thin electrolyte layers. II, Experimental results , 1990 .

[17]  Marcel Pourbaix,et al.  Lectures on Electrochemical Corrosion , 1973 .

[18]  M. Stern,et al.  Electrochemical Polarization I . A Theoretical Analysis of the Shape of Polarization Curves , 1957 .

[19]  C. Andrade,et al.  Some Laboratory Experiments on the Inhibitor Effect of Sodium Nitrite on Reinforcement Corrosion , 1986 .

[20]  Martin Stratmann,et al.  An electrochemical study of phase-transitions in rust layers , 1983 .

[21]  K. Tuutti Corrosion of steel in concrete , 1982 .

[22]  H. Takenouti,et al.  The pore texture of raney-nickel determined by impedance measurements , 1982 .

[23]  Dalva Lúcia Araújo de Faria,et al.  Characterization of corrosion products formed on steels in the first months of atmospheric exposure , 2003 .

[24]  J. Bastidas,et al.  Electrochemical determination of rusted steel surface stability , 1993 .

[25]  C. Andrade,et al.  Chloride threshold values to depassivate reinforcing bars embedded in a standardized OPC mortar , 2000 .

[26]  U. R. Evans Mechanism of rusting , 1969 .

[27]  Philippe Dillmann,et al.  Long-term corrosion resistance of metallic reinforcements in concrete—a study of corrosion mechanisms based on archaeological artefacts , 2005 .

[28]  Carmen Andrade,et al.  Advances in Electrochemical Impedance Measurements in Reinforced Concrete , 1995 .

[29]  P. Dillmann,et al.  Advances in understanding atmospheric corrosion of iron. II. Mechanistic modelling of wet–dry cycles , 2004 .

[30]  P. Dillmann,et al.  Study of lepidocrocite γ-FeOOH electrochemical reduction in neutral and slightly alkaline solutions at 25 °C , 2005 .

[31]  G. Duffó,et al.  Corrosion of reinforcing steel in simulated concrete pore solutions: Effect of carbonation and chloride content , 2004 .