DESIGN CONCRETE COVER OF REINFORCED CONCRETE STRUCTURES DUE TO CHLORIDE ATTACK

Author:

Matsusima Manabu1,Tsutsumi Tomoaki1,Seki Hiroshi1,Matsui Kunihito1

Affiliation:

1. THE JAPAN SOCIETY OF CIVIL ENGINEERS

Publisher

Japan Society of Civil Engineers

Reference26 articles.

1. 1) Bazant, Z. P.: Physical model for steel corrosion in concrete sea structure-Theory. J. of the Str. Div. Vol. 105. No. ST6, pp. 1137-1153, June 1979.

2. 2) Bazant, Z. P.: Physical model for steel corrosion in concrete sea structure-Application. J. of the Str. Div. Vol. 105. No. ST6, pp. 1155-1166, June 1979.

3. 3) Browne, R. D.: Design prediction of the life for reinforced concrete in marine and other chloride environments, Durability of Building Materials, Elsevier Scientific Publishing Company, pp. 113-125, 1, 1982.

4. 4) Browne, R. D., Geoghegan M. P., Baker A. F.: Analysis of stracutural condition from durability results, Corrosion of Reinforcement In Concrete Constraction, pp. 193-222, Ellis Horwood Limited, 1983.

5. 5) 鉄筋コンクリート構造物の耐久性設計に関する考え方, 日本コンクリート工学協会, 1991, 5.

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