Prediction of residual performance of corroded RC beams from observed surface cracks by 3D RBSM with MPC

Author:

Gao Yi,Joshi Suhas S.,Nagai Kohei

Funder

Japan Society for the Promotion of Science

Publisher

Elsevier BV

Reference64 articles.

1. Yoshitomi Kimura, Hiroshi Watanabe, and Eisuke Nakamura, “Maintenance of Concrete Bridges Deteriorated by Chloride Attack in Japan,” CAESAR, Public Works Research Institute, Japan, pp. 1–11, [Online]. Available: 〈https://www.pwri.go.jp/eng/ujnr/tc/g/pdf/24/24–8-4kimura.pdf〉.

2. Penetration of moisture, CO2, and Cl ions in concrete after exposure to high temperature;Daungwilailuk;J Adv Concr Technol,2019

3. A method to analyze the long-term durability performance of underground reinforced concrete culvert structures under coupled mechanical and environmental loads;Li;J Intell Constr,2023

4. Effect of corrosion on the bond between steel and concrete: an overview;Lundgren;Mag Concr Res,2007

5. An experimental study on the bond strength between reinforcement bars and concrete as a function of concrete cover, strength and corrosion level;Yalciner;Cem Concr Res,2012

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