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Bin Zeng, Yuzhou Wang, Fuyuan Gong and Koichi Maekawa
Concrete cracking is the significant stage of RC structural deterioration induced by steel corrosion. To predict the corrosion-induced cracking of the loaded RC structure, a multi-scale model is proposed. The formation and transport of corrosion products...
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Eissa Fathalla, Yasushi Tanaka, Koichi Maekawa and Akito Sakurai
By integrating a multi-scale simulation with the pseudo-cracking method, the remaining fatigue life of in-service reinforced concrete (RC) bridge decks can be estimated based upon their site-inspected crack patterns. But, it still takes time for computat...
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Akira Maekawa, Yasutaka Shimizu, Michiaki Suzuki, and Katsuhisa Fujita
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S. Hashimoto, Y. Noda, H. Maekawa, H. Takamura, T. Fujito, J. Moriya, and T. Ikeda
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Kenichiro Nakarai, Tetsuya Ishida and Koichi Maekawa
Pág. 653
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Sangyeol Lee, Siyun Park, Koichi Maekawa, Ken-Ichi Kawai
Pág. 429 - 439
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Salem, H. M. Maekawa, K.
Pág. 671 - 680
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A. Kawasuso, T. Ishimoto, M. Maekawa, Y. Fukaya, K. Hayashi, and A. Ichimiya
Pág. 4585 - 4588
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Chen, Y. Ishikawa, Y. Zhang, Z. Y. Maekawa, T.
Pág. 1167 - 1174
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Dhakal, R. P. Maekawa, K.
Pág. 1253 - 1262
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