Characterization of solid embeddable reference electrodes for corrosion monitoring in reinforced concrete structures

Abstract Metal–metal oxide (MMO), graphite and laboratory-made Ag/AgCl electrodes were electrochemically characterized to be used as reference electrodes embedded in concrete structures. Electrodes were studied in both, aqueous solutions of pH ranging from 7 to 13.5 and embedded into cement mortars; and the electrochemical studies were carried out in the absence and presence of chloride ions. Potential evolution, polarization behaviour, galvanostatic pulse response and impedance characteristics of the electrodes were carried out in aqueous solutions. Besides, the electrochemical stability of the electrodes embedded in mortar was studied for an exposure period of 2 years. It was found that the MMO pseudo-reference electrode is pH-sensitive, the graphite pseudo-reference electrode is oxygen sensitive and the Ag/AgCl pseudo-reference electrode is chloride sensitive. In spite of the fact that any of them can be used to determine the corrosion rates of rebars because they do not depend on the absolute potential and/or the long-term stability of the reference electrode when using traditional electrochemical techniques, long-term drifts in the electrode potentials may lead to misinterpretations of the rebar state. In this context graphite electrodes are recommended because they provide conservative results regarding the active/passive state of the rebars.

[1]  W. John McCarter,et al.  Sensor systems for use in reinforced concrete structures , 2004 .

[2]  H. Abdel-Rehim,et al.  Silver/Silver Chloride and Mercury/Mercurous Sulfate Standards Electrodes Confiability , 2004 .

[3]  A. Hammouche,et al.  Study of a pH sensor with MnO2 and montmorillonite-based solid-state internal reference , 2000 .

[4]  Velu Saraswathy,et al.  Electrochemical studies on the performance characteristics of alkaline solid embeddable sensor for concrete environments , 2008 .

[5]  O. Schneider,et al.  Embeddable sensor for corrosion measurement , 1999, Smart Structures.

[6]  P. K. Mehta,et al.  Concrete: Microstructure, Properties, and Materials , 2005 .

[7]  Rong-Gui Du,et al.  In situ measurement of Cl- concentrations and pH at the reinforcing steel/concrete interface by combination sensors. , 2006, Analytical chemistry.

[8]  Jeong-Hyo Bae,et al.  Electrochemical studies on the solid embeddable reference sensors for corrosion monitoring in concrete structure , 2006 .

[9]  Miguel Ángel Climent-Llorca,et al.  Embeddable Ag/AgCl sensors for in-situ monitoring chloride contents in concrete , 1996 .

[10]  Kevin Davies,et al.  The use of permanent corrosion monitoring in new and existing reinforced concrete structures , 2002 .

[11]  M. Montemor,et al.  CHLORIDE-INDUCED CORROSION ON REINFORCING STEEL: FROM THE FUNDAMENTALS TO THE MONITORING TECHNIQUES , 2003 .

[12]  M.S.J Gan Cement and Concrete , 1997 .

[13]  I. Paleska,et al.  Electrochemical behavior of manganese dioxide on a gold electrode , 2003 .

[14]  Maria de Fátima Montemor,et al.  Multiprobe chloride sensor for in situ monitoring of reinforced concrete structures , 2006 .

[15]  Rob B. Polder,et al.  Corrosion of reinforcement in concrete : monitoring, prevention and rehabilitation , 1998 .

[16]  Luca Bertolini,et al.  Corrosion of Steel in Concrete , 2013 .

[17]  J. D. Scantlebury,et al.  Sources of error in using silver/silver chloride electrodes to monitor chloride activity in concrete , 2001 .

[18]  Y. Ha,et al.  Electrochemical studies on the performance characteristics of solid metal–metal oxide reference sensor for concrete environments , 2006 .

[19]  J. D. Scantlebury,et al.  Monitoring chloride concentrations in hardened cement pastes using ion selective electrodes , 1996 .

[20]  J. Broomfield Corrosion of Steel in Concrete: Understanding, investigation and repair , 1996 .

[21]  N. Sato,et al.  Anodic oxide on silver in alkaline solution , 1973 .

[22]  C. Hsu,et al.  Technical Note: Concerning the Conversion of the Constant Phase Element Parameter Y0 into a Capacitance , 2001 .

[23]  M. Pourbaix Atlas of Electrochemical Equilibria in Aqueous Solutions , 1974 .

[24]  Bernhard Elsener,et al.  Non destructive determination of the free chloride content in cement based materials , 2003 .

[25]  Chao-Nan Xu,et al.  Humidity sensors using manganese oxides , 1998 .

[26]  J. A. Harrison,et al.  Potentiodynamic sweep measurements of the anodic oxidation of silver in alkaline solutions , 1970 .

[27]  S. C. Kranc,et al.  The time-domain response of a corroding system with constant phase angle interfacial component: Application to steel in concrete , 1995 .

[28]  J. R. Vilche,et al.  The electroformation and electroreduction of anodic films formed on silver in 0.1 M sodium hydroxide in the potential range of the Ag/Ag2O couple , 1984 .

[29]  Sheng Yao,et al.  A long-term stable iridium oxide pH electrode , 2002 .

[30]  Alberto A. Sagüés,et al.  Characterization of Activated Titanium Solid Reference Electrodes for Corrosion Testing of Steel in Concrete , 1996 .

[31]  Edoardo Proverbio Stability of reference electrodes embedded in concrete: a statistical evaluation , 2001 .

[32]  Shiwei William Guan,et al.  Long-term performance , 2008 .