<b>Design Method for Corrosion of Reinforcing Bars in Concrete Structures by Water Penetration and Carbonation Progress</b>

Author:

TODOROKI Shuntaro1,ISHIDA Tetsuya2,UEDA Hiroshi3,TADOKORO Toshiya1

Affiliation:

1. Concrete Structures Laboratory, Structures Technology Division

2. Department of Civil Engineering, The University of Tokyo

3. Materials Technology Division

Publisher

Railway Technical Research Institute

Reference9 articles.

1. [1] Railway Technical Research Institute, Design Standards for Railway Structures and Commentary (Concrete Structure), Maruzen co., Ltd, Tokyo, pp. 222-233, 2004 (in Japanese).

2. [2] Ishibashi, T., Furuya, T., Hamazaki, N., and Suzuki, H., "Investigation of falling on concrete fragments from RC structures," Journal of Materials, Concrete Structures and Pavements, No. 711/V-56, pp. 125-134, 2002.8 (in Japanese).

3. [3] Ueda, H., Iijima, T., and Suzuki, H., "Investigating the effect of water penetration into concrete structures," RRR, No. 71, No. 6, pp. 20-23, 2014 (in Japanese).

4. [4] Todoroki, S., Ishida, T., Tadokoro, T., and Ueda, H., "Effect of water migration and carbonation progress on rebar corrosion rate in concrete," Journal of Japan Society of Civil Engineers, Ser. E2 (Materials and Concrete Structures), Vol. 75, No. 4, pp. 226-238, 2019 (in Japanese).

5. [5] Matsushita, M., Todoroki, S., Tadokoro, T, and Ishida, T., "Estimation method of cover depth for vertical members of RC structures," Proceedings of the Japan Concrete Institute, Vol. 40, No. 2, pp. 1303-1308, 2018 (in Japanese).

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