An algorithm of galvanostatic pulse method to determine the corrosion status of reinforcement in concrete

Corrosion Science

Volumn 42, Issue 4, 2000, Pages 675-686

  Lu, Cui ^a   Peiyu, Yan ^a  

^a TSINGHUA UNIVERSITY   (China)

Author keywords

Concrete; Frequency domain; Galvanostatic; Rebar; Time domain

Indexed keywords

ALGORITHMS; CONCRETE REINFORCEMENTS; CORROSION PROTECTION; CORROSION RESISTANCE; FOURIER TRANSFORMS; FREQUENCY DOMAIN ANALYSIS; TIME DOMAIN ANALYSIS;

GALVANOSTATIC PULSE METHOD (GPM); OHMIC RESISTANCE; POLARIZATION RESISTANCE;

STEEL CORROSION;

CORROSION; MEASUREMENT METHOD; REINFORCED CONCRETE; STEEL;

EID: 0033995170     PISSN: 0010938X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0010-938X(99)00102-X     Document Type: Article

References (16)

1. Bentur A., Diamond S., Beerke A.S. Steel corrosion in concrete. 1st ed :1997;68 E&FN SPON, London.
2. Gowers K.R., Millard S.G., Gill J.S., Gill R.P. Programmable linear polarization meter for determination of corrosion rate of reinforcement in concrete structure. British Corrosion Journal. 29:1994;25-32.
3. Andrade C., Soler L., Novoa X.R. Advances in electrochemical impedance measurements in reinforcement in reinforced concrete. Material Science Forum. 192-194:1995;843.
4. Glass G.K., Page C.L., Short N.R., Yu S.W. An investigation of galvanostatic transient method used to monitor the corrosion rate of steel in concrete. Corrosion Science. 35:1993;1585.
5. Elsener B., Wojtas H., Bohni H. Galvanostatic pulse measurements - rapid on-site corrosion monitoring. Proc. Inter. Conf. Corrosion and Corrosion Protecting of Steel in Concrete. 1:1994;236.
6. Newton J.G., Sykes J.M. A galvanostatic pulse technique for investigation of steel corrosion in concrete. Corrosion Science. 28:1989;1051.
7. S.G. Millard, K.R. Gowers, J.H. Bungey, Galvanostatic pulse techniques: a rapid method of assessing corrosion rate of steel in concrete structures, Corrosion 95, Paper no. 525.
8. Sagues A.A., Krang S.C., Moreno E.I. Evaluation of electrochemical impedance with constant phase angle component from the galvanostatic step response of steel in concrete. Electrochimica Acta. 41:1996;1239.
9. Glass G.K., Hassanein A.M., Buenfeld N.R. Low frequency impedance data by Laplace transformation of coulostatically induced transients. Electrochimica Acta. 43:1998;1863.
10. Gonzalez J.A., Molina A., Escudero M.L., Andrade C. Errors in the electrochemical evaluation of very small corrosion rate, part I. Corrosion Science. 25:1985;917.
11. Gonzalez J.A., Molina A., Escudero M.L., Andrade C. Errors in the electrochemical evaluation of very small corrosion rate, part II. Corrosion Science. 25:1985;519.
12. Hachani L., Triki E., Grandet J., Raharinaivo A. Comparing the steel-concrete interface state and its electrochemical impedance. Cement and Concrete Research. 26:1996;253.
13. Hachani L., Fiaud C., Triki E., Raharinaivo A. Characterization of steel/concrete interface by electrochemical impedance spectroscopy. British Corrosion Journal. 19:1994;122.
14. Walter G.W. Corrosion rates of zinc, zinc coatings and steel in aerated slightly acidic chloride solutions calculated from low polarization data. Corrosion Science. 16:1976;573.
15. Yan P.Y., Cui L. Analysis of galvanostatic pulse method in frequency domain used in corrosion studies. Journal of Tsinghua University (Science and Technology). 39:(6):1999;124.
16. McCafferty E. On the determination of distributed double-layer capacitance from cole-cole plots. Corrosion Science. 39:1997;243.