Technical Papers
Jun 8, 2024

Effects of Stirrup Corrosion on the Shear Performance of Reinforced Concrete Beams after Fire Exposure

Publication: Journal of Structural Engineering
Volume 150, Issue 8

Abstract

Previous studies have demonstrated that elevated temperatures exert a significant influence on the structural performance of reinforced concrete (RC) members. However, the residual shear performance of the RC beam under the combined effects of stirrup corrosion and fire has not been thoroughly explored. Therefore, this paper aims to investigate this aspect by prefabricating eight RC beams and employing experimental, numerical, and theoretical methods. The influence of varying stirrup corrosion degrees and fire exposure time on the residual shear capacity of these beams was examined. It was observed that corrosion-induced cracks had an impact on the distribution of the temperature field within the RC beams. Furthermore, the exposure to the corrosion–fire combination significantly affected the shear capacity of the RC beams. Notably, stirrup corrosion may lead to a more brittle failure after a fire. To assess the impact of corrosion degree and fire exposure time on the temperature field and residual shear properties of RC beams, a simplified finite element (FE) model considering the effect of concrete spalling was developed. The accuracy of this model was validated through a comparison with experimental results. Finally, three theoretical methods for predicting the residual shear capacity of postfire RC beams with corroded stirrups were proposed, based on Chinese, American, and European codes. A comparison between the calculated and test results revealed a good agreement. These methods can provide conservative predictions for practical engineering applications.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This work was conducted with financial support from the National Natural Science Foundation of China (Grant No. 52178487) and the Natural Science Foundation of Shandong Province (Grant No. ZR2021ME228).

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 150Issue 8August 2024

History

Received: Dec 5, 2023
Accepted: Mar 18, 2024
Published online: Jun 8, 2024
Published in print: Aug 1, 2024
Discussion open until: Nov 8, 2024

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Associate Professor, College of Civil Engineering, Qingdao Univ. of Technology, Qingdao 266033, PR China. Email: [email protected]
Graduate Student, College of Civil Engineering, Qingdao Univ. of Technology, Qingdao 266033, PR China. ORCID: https://orcid.org/0009-0003-0290-6287. Email: [email protected]
Pengfei Wang, Ph.D. [email protected]
Ph. D. Candidate, School of Mechanics and Civil Engineering, China Univ. of Mining and Technology, Xuzhou 221116, PR China. Email: [email protected]
Associate Professor, College of Ocean Science and Engineering, Shanghai Maritime Univ., Shanghai 201306, PR China (corresponding author). ORCID: https://orcid.org/0000-0001-5676-3208. Email: [email protected]
Associate Professor, College of Civil Engineering, Qingdao Univ. of Technology, Qingdao 266033, PR China. Email: [email protected]

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