A time-saving method for assessing the corrosion inhibitor efficiency

Chunlei Geng, Yongmo Xu, Duan Weng

Journal of Wuhan University of Technology Materials Science Edition ›› 2010, Vol. 25 ›› Issue (5) : 856-861.

Journal of Wuhan University of Technology Materials Science Edition ›› 2010, Vol. 25 ›› Issue (5) : 856-861. DOI: 10.1007/s11595-010-0108-x
Article

A time-saving method for assessing the corrosion inhibitor efficiency

Author information +
History +

Abstract

Corrosion inhibitor is one of the most important technologies to enhance the durability of steel reinforced concrete. A kind of time-saving method was developed to assess the inhibitor efficiency by using a 16 voltage electric field to accelerate the chloride ion diffusion in concrete and inducing corrosion. Both macrocell and microcell current measurements were used to confirm the corrosion initiation status of steel. The comprehensive efficiency of inhibitor shall be assessed in three aspects. The results clearly show the efficiency of different inhibitors, which indicate the reliability of this time-saving method.

Keywords

inhibitors efficiency / chloride ions diffusion / steel reinforced concrete

Cite this article

Download citation ▾
Chunlei Geng, Yongmo Xu, Duan Weng. A time-saving method for assessing the corrosion inhibitor efficiency. Journal of Wuhan University of Technology Materials Science Edition, 2010, 25(5): 856‒861 https://doi.org/10.1007/s11595-010-0108-x

References

[1]
Hong D. H. Corrosion and Protection of Steel Bar in Concrete[M], 1998 Beijing Chinese Railroad Press 1-184.
[2]
Saraswathya V., Song H. W. Improving the Durability of Concrete by Using Inhibitors[J]. Building and Environment, 2007, 42: 464-472.
CrossRef Google scholar
[3]
Ormellese M., Berra M., Bolzoni F., . Corrosion Inhibitors for Chlorides Induced Corrosion in Reinforced Concrete Structures[J]. Cement and Concrete Research, 2006, 36: 536-547.
CrossRef Google scholar
[4]
Berke N. S., Hicks M. C. Predicting Long-term Durability of Steel Reinforced Concrete with Calcium Nitrite Corrosion Inhibitor[J]. Cement and Concrete Composites, 2004, 26: 191-198.
CrossRef Google scholar
[5]
Fedrizzia L., Azzolinib F., Bonora P. L. The Use of Migrating Corrosion Inhibitors to Repair Motorways’Concrete Structures Contaminated by Chlorides[J]. Cement and Concrete Research, 2006, 35: 551-561.
CrossRef Google scholar
[6]
Malik A. U., Andijani I., Al-Moaili F., . Studies on the Performance of Migratory Corrosion Inhibitors in Protection of Rebar Concrete in Gulf Seawater Environment[J]. Cement and Concrete Composites, 2004, 26: 235-242.
CrossRef Google scholar
[7]
Li G., Liu T., Fei J. X., . Accelerated Effects of Rebar’s Corrosion Rate in Concrete under the Wet Dry Cycling Condition[J]. Concrete, 2005, 10: 108-111.
[8]
Ji Y. S., Yuan Y. S. Transport Process of Chloride in Concrete under Wet and Dry Cycles[J]. Industrial Construction, 2006, 36(12): 16-23.
[9]
Polder R. B., Peelen W. H. A. Characterisation of Chloride Transport and Reinforcement Corrosion in Concrete under Cyclic Wetting and Drying by Electrical Resistivity[J]. Cement and Concrete Composites, 2002, 24: 427-435.
CrossRef Google scholar
[10]
State Bureau of Technical Supervision of the People’s Republic of China. Standard of the People’s Republic of China-Concrete Admixtures[S]. GB 8076, 1997
[11]
Tang L. P., Nilsson L. O. Rapid Determination of the Chloride Diffusivity in Concrete by Applying an Electrical Field[J]. ACI Material Journal, 1992, 89(1): 49-53.
[12]
M Castellote, C Andrade, C Alonso. Accelerated Simultaneous Determination of the Chloride Depassivation Threshold and of the Non-stationary Diffusion Coefficient Values[J]. Corrosion Science, 2002(44): 2 409–2 424
[13]
ASTM International. Test Method for Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration[S].ASTM: C 1202-94, 1994
[14]
Geng O., Li G., Yuan Y. S. Application of Electrochemical Detection Techniques in Concrete Reinforcement Corrosion[J]. Concrete, 2005, 184(2): 20-23.
[15]
C L Geng, Y M Xu, D Weng. A New Method to Quickly Assess the Inhibitor Efficiency[J]. Journal of Wuhan University of Technology-Mater. Sci. Ed., 2008(6): 950–954
[16]
ASTM International. Test Method for Making Potentiostatic and Potentiodynamic Anodic Polarization Measurements[S]. ASTM: G 5-94, 2004
[17]
ASTM International. Test Method for Conducting Potentiodynamic Polarization Resistance Measurements[S]. ASTM: G 59-91, 1991
[18]
Jones M. R., Dhir R. K., Gill J. P. Concrete Surface Treatment: Effect of Exposure Temperature on Chloride Diffusion Resistance[J]. Cement and Concrete Research, 1995, 25: 197-208.
CrossRef Google scholar
[19]
ASTM International. Standard Test Method for Determining the Chloride-ion Threshold for Corrosion of Reinforcing Steel in Concrete[S]. ASTM: Standard Draft, 2003
[20]
Song G. L. Theoretical Analysis of the Measurement of Polarization Resistance in Reinforced Concrete[J]. Cement and Concrete Composites, 2000, 22: 407-415.
CrossRef Google scholar
[21]
Zhao B., Du R. G., Lin C. J. A Study of Three Corrosion Inhibitors for Reinforcing Steel in SPS Solution by Electrochemical Methods[J]. Electrochemistry, 2005, 11(4): 382-386.
[22]
Ann K. Y., Jung H. S., Kim H. S., . Effect of Calcium Nitrite- based Corrosion Inhibitor in Preventing Corrosion of Embedded Steel in Concrete[J]. Cement and Concrete Research, 2006, 36: 530-535.
CrossRef Google scholar
[23]
Zornoza E., Paya J., Garces P. Chloride-induced Corrosion of Steel Embedded in Mortars Containing Fly Ash and Spent Cracking Catalyst[J]. Corrosion Science, 2008, 50: 1 567-1 575.
CrossRef Google scholar
[24]
Choi Y. S., Kim J. G., Lee K. M. Corrosion Behavior of Steel Bar Embedded in Fly Ash Concrete[J]. Corrosion Science, 2006, 48: 1 733-1 745.
CrossRef Google scholar
[25]
Bai X. D., Geng H. Z., Lu X. Y., . Theoretical and Experimental Testing for the Feasibility of Guard Ring[J]. Building Science, 2002, 18(5): 36-39.
[26]
Pour G. M., Burkanr I. O., Ghods P. The Effect of Temperature on the Corrosion of Steel in Concrete. Part 1: Simulated Polarization Resistance Tests and Model Development[J]. Corrosion Science, 2009, 51: 415-425.
CrossRef Google scholar
[27]
Xu Y. M. Migrating Corrosion Inhibitor-a New Development of Corrosion Inhibitors for Steel Bar in Concrete[J]. Journal of the Chinese Ceramic Society, 2002, 30(1): 94-101.
[28]
Y M Xu, H L She, A M Boris. Comparative Study of Inhibitors MCI and Sodium Nitrite in Carbonation and Chloride Induced Corrosion of Steel in Concrete[J]. Materials Performance, 2004, (1): 42–46

Accesses

Citations

Detail

Sections
Recommended

/