Influence of Mineral Admixtures on Corrosion Potential of Reinforced Concrete at Early Stage

Article Preview

Abstract:

An artificial climate experiment system was designed and established to study reinforcement corrosion of concrete in splash zone at early stage. The relationship between corrosion potential and mineral admixtures was discussed. The results show that changes of mineral admixtures material will affect the corrosion potential of reinforcing steel in concrete, of which slag is the most obvious.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

814-817

Citation:

Online since:

December 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] A. Poursaeea, C.M. Hansson: Cement and Concrete Research Vol. 39 (2009), P. 391.

Google Scholar

[2] ASTM Standard C876 (2009). Standard Test Method for Half-Cell Potentials of Uncoated Reinforcing Steel in Concrete.

Google Scholar

[3] R.R. Hussain: Measurement Vol. 44 (2011), P. 274-280.

Google Scholar

[4] G.S. Duffó, S.B. Farina and C.M. Giordano: Electrochimica Acta Vol. 54 (2009), P. 1010.

Google Scholar

[5] A. Poursaee, C.M. Hansson: Cement and Concrete Research Vol. 37 (2007), P. 1127.

Google Scholar

[6] C. Andrade, P. Merino and X.R. Nóvoa: Materials Science Forum Vol. 192-194 (1995), P. 891.

Google Scholar

[7] N.R. Jarrah, O. Saeed and B. Al-Amoudi: Constr Build Mater Vol. 9 (1995), P. 97.

Google Scholar

[8] C.M. Hansson: Cement and Concrete Research Vol. 14 (1984), P. 574.

Google Scholar

[9] K.Y. Anna, H.W. Song: Corrosion Science Vol. 49 (2007), P. 4113.

Google Scholar