A Discussion on Utilization of Zinc Anode Applied in Cross-section Repair of RC Member Damaged by Chloride Attack - Time-Lag Application of Different Zinc Anodes -

Author:

HAMADA Hidenori1,YAMAMOTO Daisuke2,ASTUTI Pinta3,Sari RAFDINAL Rafmita4

Affiliation:

1. Faculty of Engineering, Kyushu University

2. Department of Civil and Environmental Engineering, National Institute of Technology, Oita College

3. Department of Civil Engineering, Universitas Muhammadiyah Yogyakarta

4. Maintenance Engineering Group, P.S. Mitsubishi Construction, Co. Ltd.

Publisher

Society of Materials Science, Japan

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science

Reference19 articles.

1. 1) G. Glass and N. Buenfeld, “The presentation of the chloride threshold level for corrosion of steel in concrete.” Corrosion Science, Vol. 39, pp. 1001-1013 (1997).

2. 2) H. W. Song, H. J. Kim, V. Saraswathy and T. H. Kim, “A Micro-mechanics based Corrosion Model for Prediction of Service Life in Reinforced Concrete Structures.” International Journal of Electrochemical Science, Vol. 2, pp. 341-354 (2007).

3. 3) Design Manual for Road and Bridges., “Inspection and repair of concrete highway structures departmental standard.” United Kingdom: highways England. Vol. 3, Section 3, Part BA 35/1990 (1990).

4. 4) Christodoulou, C. M. Alexanders, "Electrochemical treatments of corroded reinforcement in concrete." in Eds. Concrete repairs, rehabilitation, and retrofitting II  Proceeding of 2nd International Conference on Concrete Repair, Rehabilitation and Retrofitting (ICCRRR-2), Cape Town 24-26 November 2008. United Kingdom: Taylor &

5. Francis Group, pp. 297-298 (2008).

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