A time-saving method to assess the efficiency of corrosion inhibitors by electro osmosis

Chun-lei Geng , Duan Weng

International Journal of Minerals, Metallurgy, and Materials ›› 2011, Vol. 18 ›› Issue (3) : 370 -376.

PDF
International Journal of Minerals, Metallurgy, and Materials ›› 2011, Vol. 18 ›› Issue (3) : 370 -376. DOI: 10.1007/s12613-011-0449-2
Article

A time-saving method to assess the efficiency of corrosion inhibitors by electro osmosis

Author information +
History +
PDF

Abstract

The 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 32 V electric field to accelerate chloride ion migration in concrete. Potentiodynamic polarization scanning test was used to evaluate the corrosion states. The comprehensive efficiency of an inhibitor should be assessed in two aspects: resistance to chloride ion permeability and inhibiting efficiency. The specimens with different mixing amount of sodium nitrite and migration corrosion inhibitors were used to verify the accuracy and reliability of this method. The results show the differences in inhibiting efficiency of the inhibitors clearly, indicating the reliability of this time-saving method.

Keywords

reinforced concrete / corrosion / corrosion inhibitors / corrosion protection

Cite this article

Download citation ▾
Chun-lei Geng, Duan Weng. A time-saving method to assess the efficiency of corrosion inhibitors by electro osmosis. International Journal of Minerals, Metallurgy, and Materials, 2011, 18(3): 370-376 DOI:10.1007/s12613-011-0449-2

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

Hong D.H. Corrosion and Protection of Steel Bar in Concrete, 1998 Beijing, Chinese Railroad Press, 1.

[2]

Saraswathya V., Song H.W. Improving the durability of concrete by using inhibitors. Build. Environ., 2007, 42, 464.

[3]

Ormellese M., Berra M., Bolzoni F., Pastore T. Corrosion inhibitors for chlorides induced corrosion in reinforced concrete structures. Cem. Concr. Res., 2006, 36, 536.

[4]

Berke N.S., Hicks M.C. Predicting long-term durability of steel reinforced concrete with calcium nitrite corrosion inhibitor. Cem. Concr. Compos., 2004, 26, 191.

[5]

Fedrizzi L., Azzolini F., Bonora P.L. The use of migrating corrosion inhibitors to repair motorways’ concrete structures contaminated by chlorides. Cem. Concr. Res., 2005, 35, 551.

[6]

Malik A.U., Andijani I., Al-Moaili F., Ozair G. Studies on the performance of migratory corrosion inhibitors in protection of rebar concrete in Gulf seawater environment. Cem. Concr. Compos., 2004, 26, 235.

[7]

Li G., Liu T., Fei J.X., et al. Accelerated effects of rebar’s corrosion rate in concrete under the wet dry cycling condition. Build. Sci. Res. Sichuan, 2005, 31(5): 108.

[8]

Ji Y.S., Yuan Y.S. Transport process of chloride in concrete under wet and dry cycles. Ind. Constr., 2006, 36(12): 16.

[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. Cem. Concr. Compos., 2002, 24, 427.

[10]

State Bureau of Technical Supervision of the People’s Republic of China: GB 8076-97, Concrete Admixtures, Standards Press of China, Beijing, 1997, p.118.

[11]

Aïtcin P.C. The durability characteristics of high performance concrete: a review. Cem. Concr. Compos., 2003, 25, 409.

[12]

O. Geng, G. Li, and Y.S. Yuan, Application of electrochemical detection techniques in concrete reinforcement corrosion, Concrete, 2005, No.2, p.20.

[13]

Millard S.G., Law D., Bungey J.H., et al. Environmental influences on linear polarisation corrosion rate measurement in reinforced concrete. NDT E Int., 2001, 34, 409.

[14]

ASTM International, Test Method for Making Potentiostatic and Potentiodynamic Anodic Polarization Measurements, West Conshohocken, 2004, p.1.

[15]

ASTM International, Test Method for Conducting Potentiodynamic Polarization Resistance Measurements, West Conshohocken, 1991, p.1.

[16]

Tang L.P., Nilsson L.O. Rapid determination of the chloride diffusivity in concrete by applying an electrical field. ACI Mater. J., 1992, 89(1): 40.

[17]

ASTM International, Test Method for Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration, West Conshohocken, 1994, p.1.

[18]

Jones M.R., Dhir R.K., Gill J.P. Concrete surface treatment: effect of exposure temperature on chloride diffusion resistance. Cem. Concr. Res., 1995, 25, 197.

[19]

Song G.L. Theoretical analysis of the measurement of polarization resistance in reinforced concrete. Cem. Concr. Compos., 2000, 22, 407.

[20]

Xu Y.M., She H.L., Miksic B.A. Comparison of inhibitors MCl and NaNO2 in carbonation-induced corrosion. Mater. Perform., 2004, 43(1): 42.

[21]

Geng C.L., Xu Y.M., Weng D. A new method to quickly assess inhibitor efficiency. J. Wuhan Univ. Technol. Mater. Sci. Ed., 2008, 23(6): 950.

[22]

Wang X.D., Li D.Y., Li G.R. Chloride erosion and steel bar corrosion of the concrete structure. Eng. Constr., 2007, 39(2): 26.

[23]

K.K. Ma, Y.J. Xie, C. Liu, et al., Experimental study on the influence of concrete resistance to chloride ingress, Concrete, 2004, No.6, p.20.

[24]

Zhao B., Du R.G., Lin C.J. A study of three corrosion inhibitors for reinforcing steel in SPS solution by electrochemical methods. Electrochemistry, 2005, 11(4): 382.

[25]

Ann K.Y., Jung H.S., Kim H.S., et al. Effect of calcium nitrite-based corrosion inhibitor in preventing corrosion of embedded steel in concrete. Cem. Concr. Res., 2006, 36, 530.

[26]

Zornoza E., Payá J., Garcés P. Chloride-induced corrosion of steel embedded in mortars containing fly ash and spent cracking catalyst. Corros. Sci., 2008, 50, 1567.

[27]

Choi Y.S., Kim J.G., Lee K.M. Corrosion behavior of steel bar embedded in fly ash concrete. Corros. Sci., 2006, 48, 1733.

[28]

Bai X.D., Ggeng H.Z., Lu X.Y., Peng D.Q. Theoretical and experimental testing for the feasibility of guard ring. Build. Sci., 2002, 18(5): 36.

[29]

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. Corros. Sci., 2009, 51, 415.

[30]

Castellote M., Andrade C., Alonso C. Accelerated simultaneous determination of the chloride depassivation threshold and of the non-stationary diffusion coefficient values. Corros. Sci., 2002, 44, 2409.

AI Summary AI Mindmap
PDF

117

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/