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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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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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