Analysis of the electrochemical phenomenon at the rebar–concrete interface using the electrochemical impedance spectroscopic technique
暂无分享,去创建一个
[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 .