| Issue |
E3S Web of Conf.
Volume 512, 2024
2024 International Conference on Urban Construction and Transportation (UCT 2024)
|
|
|---|---|---|
| Article Number | 02020 | |
| Number of page(s) | 5 | |
| Section | Construction Material Research and Urban Environmental Planning | |
| DOI | https://doi.org/10.1051/e3sconf/202451202020 | |
| Published online | 10 April 2024 | |
A Review of Research on the Bond-Slip Behavior of Concrete-Filled Steel Tubes with Varying Confinement Interface Damage
1 Department of Civil Engineering, Faculty of Engineering, Technology and Built Environment, UCSI University, Kuala Lumpur, 56000, Malaysia,
2 Guangxi Vocational College of Water Resources and Electric Power, Nanning, Guangxi, China
3 Postgraduate Department, Universitas Bina Darma Palembang, Palembang, South Sumatra, Indonesia
* Corresponding author: 1002163224@ucsiuniversity.edu.my
The structural safety of concrete-filled steel tubes primarily depends on the interfacial bonding between the steel tube and concrete, two heterogeneous materials. Simultaneously, varying confinement interfaces have diverse impacts on the bond-slip behavior of concrete-filled steel tubes, leading to a variety of damage and failure modes. This article reviews research on the performance of concrete-filled steel tubes, explores damage at different confinement interfaces, and collates findings on bond-slip behavior under various confinement interface conditions, aiming to provide a reference for subsequent studies.
© The Authors, published by EDP Sciences, 2024
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