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A Rapid Method to Test the Effectiveness of Corrosion Inhibitors in Reinforced Concrete

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Concrete Durability and Service Life Planning (ConcreteLife 2020)

Part of the book series: RILEM Bookseries ((RILEM,volume 26))

Abstract

Corrosion of steel reinforced concrete (RC) is one of the major deterioration mechanisms causing economic and social losses [1]. The rate of corrosion depends strongly on the location of the structure. The major deterioration problems of RC structures are chloride-induced corrosion; sulfate-induced corrosion and carbonation. Another trigger of corrosion in RC is stray current [2].

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References

  1. Michel, A., Otieno, M., Stang, H., Geiker, M.R.: Propagation of steel corrosion in concrete: experimental and numerical investigations. Cem. Concr. Compos. 70, 171–182 (2016)

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  4. Ahmad, Z.: Principles of Corrosion Engineering and Corrosion Control. Elsevier Publ., Amsterdam (2006)

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  5. Montes, P., Bremner, T.W., Lister, D.H.: Influence of calcium nitrite inhibitor and crack width on corrosion of steel in high performance concrete subjected to a simulated marine environment. Cem. Concr. Compos. 26, 243–253 (2004)

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Correspondence to I. Lapiro .

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Lapiro, I., Mezhov, A., Kovler, K. (2020). A Rapid Method to Test the Effectiveness of Corrosion Inhibitors in Reinforced Concrete. In: Kovler, K., Zhutovsky, S., Spatari, S., Jensen, O. (eds) Concrete Durability and Service Life Planning. ConcreteLife 2020. RILEM Bookseries, vol 26. Springer, Cham. https://doi.org/10.1007/978-3-030-43332-1_30

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  • DOI: https://doi.org/10.1007/978-3-030-43332-1_30

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  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-030-43331-4

  • Online ISBN: 978-3-030-43332-1

  • eBook Packages: EngineeringEngineering (R0)

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