INFLUENCE OF SIZE AND PROXIMITY OF PAINT COATING DEFECTS ON CORROSION BEHAVIOR OF CARBON STEEL PLATES

Author:

KAINUMA Shigenobu1,KOBAYASHI Junji2,UTSUNOMIYA Kazuhiro3,SAKAMOTO Tatsuro4

Affiliation:

1. Dept. of Civil Eng., Kyushu University

2. Plant Engineering and Facility Management Center, Nippon Steel & Sumitomo Metal Corporation

3. West Nippon Expressway Company Limited, Kansai Branch, Shin-Meishin-Otsu Construction Office

4. Materials Technology Division Vibration-Isolating Materials, Railway Technical Research Institute

Publisher

Japan Society of Civil Engineers

Subject

Civil and Structural Engineering,Environmental Engineering

Reference17 articles.

1. 1) Kainuma, S. : Current status and issues of corrosion damage in steel highway bridges, Rust Prevention & Control Japan, Vol. 58, No. 11, pp. 432-439, 2014. (in Japanese)

2. 2) Itoh, Y., Shimizu, Y. and Koyama, A. : Durability of steel bridge paint systems for combined cyclic corrosion tests with salt water spray and acid rain spray, Transactions of the Japan Society of Civil Engineers A, Vol. 63, No. 3, pp. 506-517, 2007. (in Japanese)

3. 3) Kim, I. T. and Itoh, Y. : Corrosion degradation of painting and metallic coating systems with initial defects, Steel Construction Engineering, Vol. 51A, pp. 1069-1079, 2005. (in Japanese)

4. 4) Kim, I. T., Itoh, Y., Hida, T., Koyama, A. and Kutsuna, Y. : Accelerated corrosion tests for evaluating corrosion degradation of steel bridge painting systems, Steel Construction Engineering, Vol. 52A, pp. 803-812, 2006. (in Japanese)

5. 5) Kobayashi, J. and Kainuma, S. : Study on the corrosion behavior correlation and acceleration coefficient between atmosphere and accelerated corrosion test obeying JIS Cycle D, Corrosion engineering 2015, D-207, pp. 287-290, 2015. (in Japanese)

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