Analysis of the electrochemical phenomenon at the rebar–concrete interface using the electrochemical impedance spectroscopic technique

The corrosion rate of rebar during the various stages where it occurs, such as passivation, initiation of corrosion and severe corrosion, needs to be determined non-destructively for the maintenance, restoration and replacement of concrete structures. The double layer capacitance (Cdl) and the charge transfer resistance or polarisation resistance (Rp) of the corrosion processes have been associated with the slope of the low-frequency arc in the Nyquist plot, and this can be related to the electrochemical phenomenon that occurs at the steel–concrete interface. The present studies, based on electrochemical impedance spectroscopy (EIS) conducted on three different densities of concrete with addition of 0·5 and 1% chloride over a period of 1765 days, reveal that the capacitive behaviour of a low-frequency arc with a slope more than −1 indicates the passive condition of rebar. Warburg diffusion behaviour with a slope exactly equal to −1 denotes the initiation of corrosion on the rebar. A slope of less than −1 ...

[1]  K. K. Sagoe-Crentsil,et al.  Steel in concrete: part I: a review of the electrochemical and thermodynamic aspects , 1989 .

[2]  F. Mansfeld,et al.  A Fitting Procedure for Impedance Spectra Obtained for Cases of Localized Corrosion , 1989 .

[3]  M. Montemor,et al.  EFFECT OF FLY ASH ON CONCRETE REINFORCEMENT CORROSION STUDIED BY EIS , 2000 .

[4]  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 .

[5]  Michael Grantham,et al.  THE USE OF LINEAR POLARISATION CORROSION RATE MEASUREMENTS IN AIDING REHABILITATION OPTIONS FOR THE DECK SLABS OF A REINFORCED CONCRETE UNDERGROUND CAR PARK , 1997 .

[6]  M. Vazquez,et al.  Corrosion of reinforcing steel evaluated by means of concrete resistivity measurements , 2002 .

[7]  Masayasu Ohtsu,et al.  Corrosion rate of ordinary and high-performance concrete subjected to chloride attack by AC impedance spectroscopy , 2006 .

[8]  C. Monticelli,et al.  A study on corrosion inhibitors for concrete application , 2000 .

[9]  Howard W. Pickering,et al.  Electrochemical Measurements on Concrete Bridges for Evaluation of Reinforcement Corrosion Rates , 1993 .

[10]  R. P. Khatri,et al.  Critical polarization resistance in service life determination , 2004 .

[11]  C. Rulfs A Text-Book of Quantitative Inorganic Analysis Including Elementary Instrumental Analysis , 1962 .

[12]  R. F. Stratfull The Corrosion of Steel In a Reinforced Concrete Bridge , 1957 .

[13]  P. Searson,et al.  Use of AC Impedance Technique in Studies on Steel in Concrete in Immersed Conditions , 1981 .

[14]  G. Reinhard,et al.  Impedance analysis of conversion layers on iron , 1995 .

[15]  S. Sathiyanarayanan,et al.  Corrosion monitoring of steel in concrete by galvanostatic pulse technique , 2006 .

[16]  Cruz Alonso,et al.  Corrosion rate evolution in concrete structures exposed to the atmosphere , 2002 .

[17]  F. Mansfeld,et al.  Corrosion Protection of Al Alloys and Al-Based Metal Matrix Composites by Chemical Passivation , 1989 .

[18]  Bishwajit Bhattacharjee,et al.  Performance evaluation of rebar in chloride contaminated concrete by corrosion rate , 2009 .

[19]  V. Feliu,et al.  Determining polarization resistance in reinforced concrete slabs , 1989 .

[20]  J. Galland,et al.  Analysis of local corrosion of large metallic structures or reinforced concrete structures by electrochemical impedance spectroscopy (EIS) , 1990 .

[21]  Nick R. Buenfeld,et al.  The participation of bound chloride in passive film breakdown on steel in concrete , 2000 .

[22]  Cruz Alonso,et al.  Cover cracking as a function of bar corrosion: Part I-Experimental test , 1993 .

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

[24]  Ravindra K. Dhir,et al.  Chloride binding in GGBS concrete , 1996 .

[25]  S. Millard,et al.  Measurement of loss of steel from reinforcing bars in concrete using linear polarisation resistance measurements , 2004 .

[26]  S. Srinivasan,et al.  Quantification of hydrated cement products of blended cements in low and medium strength concrete using TG and DTA technique , 2003 .

[27]  Maria de Fátima Montemor,et al.  Analytical characterization of the passive film formed on steel in solutions simulating the concrete interstitial electrolyte , 1998 .

[28]  W. Hartt,et al.  Cracking of Concrete in Sea Water Due to Embedded Metal Corrosion , 1979 .

[29]  F. Mansfeld,et al.  Pitting and surface modification of SIC/Al , 1987 .

[30]  C. Andrade,et al.  Cement paste hardening process studied by impedance spectroscopy , 1999 .

[31]  J. M. Miranda,et al.  Considerations on reproducibility of potential and corrosion rate measurements in reinforced concrete , 2004 .

[32]  O. Bohnké,et al.  Constant phase angle behavior of SnO2/WO3 thin film electrodes in anhydrous LiClO4—propylene carbonate electrolyte , 1993 .

[33]  C. Andrade,et al.  Corrosion Characterization of Reinforced Concrete Slabs with Different Devices , 2008 .

[34]  G. Glass,et al.  A method of ranking the aggressive nature of chloride contaminated concrete , 2000 .

[35]  V. Jović,et al.  EIS and differential capacitance measurements onto single crystal faces in different solutions: Part I: Ag(111) in 0.01 M NaCl , 2003 .

[36]  Nick R. Buenfeld,et al.  Differential acid neutralisation analysis , 1999 .

[37]  J. Beaudoin,et al.  A Study of Corrosion Inhibitor Performance in Chloride Contaminated Concrete by Electrochemical Impedance Spectroscopy , 1997 .