Experimental Analysis of Reinforcement Corrosion on Bond Behaviour

Article Preview

Abstract:

The corrosion of reinforcement is the major cause of damage of reinforced concrete structures. This has an impact on safety, serviceability and durability of the structure. The corrosion of steel in concrete reduces the cross sectional area of the reinforcement and decreases the bond between reinforcement and concrete. Corrosion products have a higher volume than steel, which produces internal stresses that lead to the cracking and spalling of the concrete cover. The paper analyses the effect of the chloride-initiated corrosion of reinforcements on bond behaviour.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

140-143

Citation:

Online since:

June 2015

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] ANGST, U.: Chloride induced reinforcement corrosion in concrete. Dissertation thesis. Norwegian University of Science and Technology in Trondheim, 2011, 73 pp.

Google Scholar

[2] BILČÍK, J. – HOLLÝ, I.: Design of Concrete Structures for Durability. In: IALCCE 2012 Symposium, Vienna, 3. - 6. 10. 2012, pp.1329-1334.

Google Scholar

[3] fib Bulletin 10. Bond of reinforcement in concrete. August 2000, 427 pp.

Google Scholar

[4] HOLLÝ, I.: Effect of steel corrosion on bond between reinforcement and concrete: Dissertation thesis. Slovak University of Technology in Bratislava. 2014, 151 pp. (in Slovak).

Google Scholar

[5] KOTEŠ, P. – BRODŇAN, M.: 2012: Numerical modelling of the reinforcement corrosion. 18th International Conference Engineering Mechanics Svratka, Czech Republic, May 14 – 17, 2012, p.673–679.

Google Scholar