Influence of deteriorated stirrups on the shear performance of RC beams incorporating fly ash and enhanced with carbon fiber-reinforced polymer strengthening-Reference-Cited by-同舟云学术

Influence of deteriorated stirrups on the shear performance of RC beams incorporating fly ash and enhanced with carbon fiber-reinforced polymer strengthening

Published:2024-03-31 Issue:4 Volume:9 Page:
ISSN:2364-4176
Container-title:Innovative Infrastructure Solutions
language:en
Short-container-title:Innov. Infrastruct. Solut.

Author:

Sathe Sandeep,Patil Sudhir

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s41062-024-01442-4.pdf

Reference78 articles.

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2. Lin H, Zhao Y (2016) Effects of confinements on the bond strength between concrete and corroded steel bars. Constr Build Mater 118:127–138. https://doi.org/10.1016/j.conbuildmat.2016.05.040

3. Lachemi M, Al-Bayati N, Sahmaran M, Anil O (2014) The effect of corrosion on shear behavior of reinforced self-consolidating concrete beams. Eng Struct 79:1–12. https://doi.org/10.1016/j.engstruct.2014.07.044

4. Sathe S, Patil S, Bhosale A (2023) Effectiveness of fly ash as corrosion inhibitor for reinforced concrete beam under torsion. Innovat Infrastr Solut 8:275. https://doi.org/10.1007/s41062-023-01246-y

5. Sathe S, Patil S (2023) Experimental analysis and behavior of corrosion-damaged fly ash blended reinforced concrete beam under flexural loading. J Build Pathol Rehabilitat 8:97. https://doi.org/10.1007/s41024-023-00344-9

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