Verification of the Efficiency of Anti-Corrosion Systems for Reinforced Concrete Constructions in a Laboratory Environment

Luboš Taranza; Rostislav Drochytka

doi:10.4028/www.scientific.net/AMM.357-360.876

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 357-360Verification of the Efficiency of Anti-Corrosion...

Verification of the Efficiency of Anti-Corrosion Systems for Reinforced Concrete Constructions in a Laboratory Environment

Abstract:

Corrosion of steel constructions due to the affection of aggressive agents is one of the principal problems affecting reinforced concrete constructions. In critical cases, this phenomenon may cause static destabilisation of the construction and as a result, it is necessary to protect constructions using primary and secondary protection which significantly decreases this risk. This paper addresses the options for evaluating various types of protective anti-corrosion systems which use progressive corrosion inhibitor technology in a laboratory environment. Corrosion inhibitors efficiently slow down the course of corrosive processes on steel reinforcement and prolong the service life of building constructions. The rate of efficiency can be verified with high information capability in the laboratory by a series of testing methods.

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Periodical:

Applied Mechanics and Materials (Volumes 357-360)

Pages:

876-879

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.357-360.876

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Online since:

August 2013

Authors:

Luboš Taranza, Rostislav Drochytka

Keywords:

Corrosion Inhibitor, Measuring, Testing Body

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References

[1] Stratful, R.F., The corrosion of steel in a reinforced concrete bridge, Corrosion 13 (1957) 43-48.

Google Scholar

[2] Elsener, B., Half-cell potential mapping to assess repair work on RC structures, Vth ACI/CANMET Int. Conf. Barcelona, July 2000, accepted in Constr. Build. Materials Journal.

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[3] Page, C.L. and Treadaway, K.W.J., Aspects of electrochemistry of steel in concrete, Nature 297 (1982) 109-115.

DOI: 10.1038/297109a0

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