Flexural performance of reinforced concrete beams subjected to accelerated non-uniform corrosion-Reference-Cited by-同舟云学术

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Flexural performance of reinforced concrete beams subjected to accelerated non-uniform corrosion

Published:2024-01-25 Issue:1 Volume:57 Page:
ISSN:1359-5997
Container-title:Materials and Structures
language:en
Short-container-title:Mater Struct

Author:

Huang Jin,Yu Dezhong,Cao Yunzhong,Fu Chuanqing

Funder

the Basic Scientific Research Business Expenses of Zhejiang Universities Professional Funding Projects

the National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1617/s11527-023-02292-9.pdf

Reference45 articles.

1. Broomfield J (1997) Corrosion of steel in concrete. E&FN Spon, London

2. El-Reedy MA, (2017) Steel-reinforced concrete structures: Assessment and Repair of corrosion, CRC press

3. Huang L, Ye H, Jin X, Jin N, Xu Z (2020) Corrosion-induced shear performance degradation of reinforced concrete beams. Constr Build Mater 248:118668

4. Ann KY, Song HW (2007) Chloride threshold level for corrosion of steel in concrete. Corros Sci 49(11):4113–4133

5. Khan I, François R, Castel A (2014) Prediction of reinforcement corrosion using corrosion induced cracks width in corroded reinforced concrete beams. Cem Concr Res 56:84–96

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