Study on Corrosion Resistance of 2205 Stainless Steel Reinforcement in Simulated Concrete Pore Solution

Abstract:

The steel rebar inside reinforced concrete structures is susceptible to corrosion when the chloride content at the surface of the steel exceeding the critical chloride concentration. Stainless steel reinforcements have proved to be the most reliable methods to assure the durability of reinforced concrete structures in marine environment for the compact passive films forming on its surfaces and higher critical chloride concentration. In the present work, the compactness of passive film on 2205 stainless steel in simulated concrete pore solution (SPS) is compared with carbon steel (Q235). the critical chloride concentration of Q235 and 2205 stainless steel reinforcement are discussed. Results indicate the slope(k) of double-log plot of current time for 2205 stainless steel is higher than Q235 , the k value is related with the compactness of passive film, the critical chloride concentration of 2205 stainless steel is much higher than Q235 steel in SPS.

• Periodical: Advanced Materials Research (Volumes 838-841)
• Pages: 119-122
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.838-841.119
• Online since: November 2013
• Authors: Long Chen*, Yu Qu, Yan Bing Tang, Xiang Fang
• Keywords: Critical Chloride Concentration, Simulated Concrete Pore Solutions, Stainless Steel Reinforcement

References

[1] S M Alvarez, A Bautistä and F Velasco：Corrosion Science Vol. 53（2011）, p.1748.

[2] H H Hassan: Electrochimica Acta Vol. 51(2005), p.526.

[3] A Gebert, U Wolff, A John and J Eckert: Materials Science and Engineering A Vol. 299 (2001), p.125.

[4] J R Galvele, R M Torresi and R. M. Carranza: Corrosion Science Vol. 31 (1990), p.563.

[5] Li liu, Ying Li and Fuhui wang: Electrochimica Acta Vol. 53(2008) , p.2453.

[6] Liu Yu，Du Ronggui and Lin Changjian: Electrochemistry(China) Vol. 15 (2005), p.331.