Multiscale Numerical Simulations of Static Shear and Long-Term Behavior of RC Members Considering Corrosion of Reinforcing Bars-Reference-Cited by-同舟云学术

Multiscale Numerical Simulations of Static Shear and Long-Term Behavior of RC Members Considering Corrosion of Reinforcing Bars

Published:2022-07-15 Issue:7 Volume:20 Page:492-506
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Han Sun-Jin¹,Ishida Tetsuya¹,Tsuchiya Satoshi²

Affiliation:

1. Department of Civil Engineering, The University of Tokyo, Japan.

2. COMS Engineering Corporation, Tokyo, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/20/7/20_492/_pdf

Reference39 articles.

1. 1) Almusallam, A. A., Al-Gahtani, A. S., Aziz, A. R. and Rasheeduzzafar., (1996). “Effect of reinforcement corrosion on bond strength.” Construction and Building Materials, 10(2), 123-129.

2. 2) Al-Sulaimani, G. J., Kaleemullah, M., Basunbul, I. A. and Rasheeduzzafar, D. F. H., (1990). “Influence of corrosion and cracking on bond behavior and strength of reinforced concrete members.” ACI Structural Journal, 87(2), 220-231.

3. 3) Andrade, C. and Alonso, C., (1996). “Corrosion rate monitoring in the laboratory and on-site.” Construction and Building Materials, 10(5), 315-328.

4. 4) Andrade, C., Alonso, C. and Molina, F. J., (1993). “Cover cracking as a function of bar corrosion: Part I - Experimental test.” Materials and Structures, 26(8), 453-464.

5. 5) Azam, R., (2010). “Behaviour of shear critical RC beams with corroded longitudinal steel reinforcement.” Thesis (Master’s). University of Waterloo, Canada.

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