Research on Effects of Inhibitors on Anti-Corrosion Performance of Reinforced Bar in the Concrete

Liu Bin Song; Dao Wu Yang; Zhong Liang Xiao; Feng Zhang

doi:10.4028/www.scientific.net/AMR.239-242.1195

Paper Titles

A Simple Way to Prepare C-doped TiO₂ with Visible Light Photocatalytic Activity
p.1175

A New Type of Organic Ferroelectric Material Based on Maleopimaric Acid Anhydride
p.1180

Preparation and Characterization of Fe₃O₄-Pt/C Electro-Catalysts for Zinc-Air Battery Cathodes
p.1184

A Stable Biomimetic Superhydrophobic CuO Surface Prepared by a Facile and Inexpensive Environmental-Friendly Method
p.1190

Research on Effects of Inhibitors on Anti-Corrosion Performance of Reinforced Bar in the Concrete
p.1195

Preparation and Properties of Polyacrylonitrile / Binary of Fatty Acids Composites as Phase Change Fibers
p.1199

The Effect of Cr on the Microstructure and Wear Resistance of Fe-Cr-V-C Hardfacing Alloys
p.1203

Spinning Process and Mechanical Properties Analysis of PTT Filament Core Spun Yarn
p.1207

Transparent Polyimides and their ITO Flexible Conductive Film
p.1211

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 239-242Research on Effects of Inhibitors on...

Research on Effects of Inhibitors on Anti-Corrosion Performance of Reinforced Bar in the Concrete

Abstract:

The corrosion behavior of reinforcing bars in concrete was studied by simulating the 4×4 wire-beam electrode array. Different inhibitors were added to reinforced concrete. By measuring the open-circuit potential of an iron wire, the impact of different inhibitors on the corrosion of rebar in the concretes was studied after immersion in NaCl solution. The result showed that best protection was achieved by adding NaNO₂ and aniline as inhibitors jointly to the concrete, as this combination maintained the open-circuit potential within the passivation range at all times, so ensuring the integrity of the passive membrane. By addition of this combination of the inhibitors, the compactibility of the cement concrete structure can be increased, thereby protecting the reinforcing bar against the external corrosive media.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 239-242)

Pages:

1195-1198

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.239-242.1195

Citation:

Cite this paper

Online since:

May 2011

Authors:

Liu Bin Song, Dao Wu Yang, Zhong Liang Xiao, Feng Zhang

Keywords:

Corrosion, Inhibitor, Reinforced Concrete (RC), Wire-Beam Electrode

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] J.Y. Sheng, Y.S. Yuan and K.S. Dai, "Study on electrochemical incompatibility mechanisms of patch-repaired chloride contaminated in reinforced concrete structure", Concrete, No. 8, pp.11-14, 2004 (in Chinese)

Google Scholar

[2] N.F. Hong, "Corrosion of chlorine deicers and discussion on test methods", Industrial Construction, Vol. 36, No. 10, pp.61-64, 2006 (in Chinese)

Google Scholar

[3] S.E. Hussain, Rasheeduzzafar, A. Al-Masallam and A.S. Al-Gahtani, "Chloride for reinforce- ment corrosion in concrete", Cement and Concrete Research, Vol. 25, No. 7, p.1543–1555, (1995)

DOI: 10.1016/0008-8846(95)00148-6

Google Scholar

[4] L.J. Chen, D.X. Huang, D. Zhang, L.W. Kong, "Discussion of chloride ion permeability test assessment methods in concrete", Concrete, No. 4, pp.1-2, 2007 (in Chinese)

Google Scholar

[5] X.M. Liu, G.L. Song, H.C. Lin, "A study survey of destruction caused by reinforcing steel in concrete", Materials Protection, Vol. 29, No. 6, pp.16-18, (1996)

Google Scholar