Issue |
E3S Web Conf.
Volume 474, 2024
X International Annual Conference “Industrial Technologies and Engineering” (ICITE 2023)
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|
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Article Number | 01026 | |
Number of page(s) | 7 | |
Section | Energy Sciences, Engineering and Industry | |
DOI | https://doi.org/10.1051/e3sconf/202447401026 | |
Published online | 08 January 2024 |
Seismic performance analysis of sleeve beam-column nodes under different reinforcement conditions based on Abaqus
1 Ural Ural Federal University named after the First President of Russia B. N. Yeltsin, Yekaterinburg, Russia
2 Ningbo Youzao Construction Technology Company, Ningbo, Zhejiang, China
* Corresponding author: shuotingxiao@gmail.com
This study investigates the effect of different reinforcement designs on the seismic performance of RC columns with beam-column joints connected using grouted sleeves. Through finite element analysis using ABAQUS software, various reinforcement configurations were simulated and their seismic performance was evaluated. 3 reinforcement configurations were simulated and their seismic performance was evaluated through finite element analysis using ABAQUS software. The results showed that the use of grouted sleeve connections with additional installed reinforcement and composite hoop configurations were effective in improving the seismic performance of prefabricated columns with grouted sleeve beam-column connection nodes. The stiffness reduction and displacement ductility of the specimens were analyzed, and it was found that the longitudinal reinforcement diameter had a negligible effect on the stiffness reduction, while the use of composite hoops was more effective in improving the displacement ductility compared to parallel hoops. These findings help to understand the behavior of beam-column connections and provide a reference for the design of seismic-resistant structures and future research.
© The Authors, published by EDP Sciences, 2024
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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