Skip to main content

Combined Effect of Marine Environment and pH on the Impedance of Reinforced Concrete Studied by Electrochemical Impedance Spectroscopy

  • Conference paper
  • First Online:
Sustainable Construction and Building Materials

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 25))

Abstract

In the present investigation, behavior of OPC and fly ash based concretes were assessed by electrochemical impedance spectroscopy (EIS) technique after exposing the samples to the marine environment in combination with five pH levels (1, 4, 7, 10, and 13). Three different dosages of fly ash (15, 25, and 35%) were used to produce fly ash based concretes. After 90 days of exposure to the aggressive environment, the OPC and fly ash based concretes were tested for impedance analysis and corrosion resistance by electrochemical studies. For the equivalent electrical circuit in EIS study, a total of four electrical circuits were tried for the possible best fit of obtained Nyquist plots. The equivalent electrical circuits proposed by previous researchers failed to provide the best fit for the obtained Nyquist plots. A new equivalent electrical circuit is being proposed in this study which will provide the possible best fit of Nyquist plots when the concrete is being exposed to acidic and alkaline marine environment. It is observed that the pH of the marine environment has a decisive influence on the impedance of reinforced concrete. As the acidity of marine environment reduces to pH 1, the impedance of OPC and fly ash based concrete reduced significantly due to the severe deterioration of concrete composites especially because of acid attack and Cl ions migration. However, in the case of alkaline nature of the marine environment (pH 13), there was comparably less deterioration of concrete composites which reflected in higher impedance values. The higher dosage of fly ash addition has led to substantial improvement in concrete impedance and also lower corrosion rate.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 169.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Hardcover Book
USD 219.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  1. Ismail, M., & Ohtsu, M. (2006). Corrosion rate of ordinary and high-performance concrete subjected to chloride attack by AC impedance spectroscopy. Construction and Building Materials, 20, 458–469.

    Article  Google Scholar 

  2. Bassuoni, M. T., & Nehdi, M. L. (2007). Resistance of self-consolidating concrete to sulfuric acid attack with consecutive pH reduction. Cement and Concrete Research, 37, 1070–1084.

    Article  Google Scholar 

  3. Zhu, Y., Zhang, H., Zhang, Z., & Yao, Y (2017). Electrochemical impedance spectroscopy (EIS) of hydration process and drying shrinkage for cement paste with W/C of 0.25 affected by high range water reducer. Construction and Building Materials, 131, 536–541.

    Article  Google Scholar 

  4. Triana, V., Lizarazo-Marriaga, J., & Flórez, J. O. (2013). Steel corrosion assessment by electrochemical impedance on metakaolin blended mortars. Material Research, 16, 1457–1464.

    Article  Google Scholar 

  5. Broomfield, J. P. (2006). Corrosion of steel in concrete: understanding, investigation and repair. CRC Press.

    Google Scholar 

  6. Christensen, B. J., Coverdale, T., Olson, R. A., Ford, S. J., Garboczi, E. J., Jennings, H. M., et al. (1994). Impedance spectroscopy of hydrating cement-based materials: measurement, interpretation, and application. Journal of the American Ceramic Society, 77, 2789–2804.

    Article  Google Scholar 

  7. Xie, P., Gu, P., Xu, Z., & Beaudoin, J. J. (1993). A rationalized AC impedence model for microstructural characterization of hydrating cement systems. Cement and Concrete Research, 23, 359–367.

    Article  Google Scholar 

  8. Gu, P., Xie, P., Beaudoin, J. J., & Brousseau, R. (1992). AC impedance spectroscopy (I): A new equivalent circuit model for hydrated Portland cement paste. Cement and Concrete Research, 22, 833–840.

    Article  Google Scholar 

  9. Ribeiro, D. V, & Abrantes, J. C. C. (2016). Application of electrochemical impedance spectroscopy (EIS) to monitor the corrosion of reinforced concrete: A new approach. Construction and Building Materials, 111, 98–104.

    Article  Google Scholar 

  10. Jain, J., & Neithalath, N. (2011). Electrical impedance analysis based quantification of microstructural changes in concretes due to non-steady state chloride migration. Materials Chemistry and Physics, 129, 569–579.

    Article  Google Scholar 

  11. da Silva, F. G., & Liborio, J. B. L. (2006). A study of steel bar reinforcement corrosion in concretes with SF and SRH using electrochemical impedance spectroscopy. Material Research, 9, 209–215.

    Article  Google Scholar 

  12. Gonzalez, J. A., Lopez, W., & Rodriguez, P. (1993). Effects of moisture availability on corrosion kinetics of steel embedded in concrete. Corrosion, 49, 1004–1010.

    Article  Google Scholar 

  13. Montemor, M. F., Simoes, A. M. P., & Ferreira, M. G. S. (2003). Chloride-induced corrosion on reinforcing steel: From the fundamentals to the monitoring techniques. Cement and Concrete Composites, 25, 491–502.

    Article  Google Scholar 

  14. Christensen, B. J., Mason, T. O., & Jennings, H. M. (1992). Influence of silica fume on the early hydration of Portland cements using impedance spectroscopy. Journal of the American Ceramic Society, 75, 939–945.

    Article  Google Scholar 

  15. Sagüés, A. A., Kranc, S. C., & Moreno, E. I. (1995). The time-domain response of a corroding system with constant phase angle interfacial component: Application to steel in concrete. Corrosion Science, 37, 1097–1113.

    Article  Google Scholar 

  16. Feliu, V., González, J. A., Andrade, C., Feliu, S. (1998). Equivalent circuit for modelling the steel-concrete interface. I. Experimental evidence and theoretical predictions. Corrosion Science, 40, 975–993.

    Article  Google Scholar 

  17. Poursaee, A., Laurent, A., & Hansson, C. M. (2010). Corrosion of steel bars in OPC mortar exposed to NaCl, MgCl2 and CaCl2: Macro-and micro-cell corrosion perspective. Cement and Concrete Research, 40, 426–430.

    Article  Google Scholar 

  18. G3-89, A. (2010). Standard practice for conventions applicable to electrochemical measurements in corrosion testing.

    Google Scholar 

  19. G106, A. (2010). Standard practice for verification of algorithm and equipment for electrochemical impedance measurements. Google Scholar.

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Bibhuti Bhusan Das .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2019 Springer Nature Singapore Pte Ltd.

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Goudar, S.K., Das, B.B., Arya, S.B. (2019). Combined Effect of Marine Environment and pH on the Impedance of Reinforced Concrete Studied by Electrochemical Impedance Spectroscopy. In: Das, B., Neithalath, N. (eds) Sustainable Construction and Building Materials. Lecture Notes in Civil Engineering , vol 25. Springer, Singapore. https://doi.org/10.1007/978-981-13-3317-0_57

Download citation

  • DOI: https://doi.org/10.1007/978-981-13-3317-0_57

  • Published:

  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-13-3316-3

  • Online ISBN: 978-981-13-3317-0

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics