| Issue |
E3S Web Conf.
Volume 439, 2023
2023 8th International Conference on Ecological Building and Green Building Material (EBGBM 2023)
|
|
|---|---|---|
| Article Number | 01008 | |
| Number of page(s) | 4 | |
| Section | Ecological Construction and Building Energy Saving Technology | |
| DOI | https://doi.org/10.1051/e3sconf/202343901008 | |
| Published online | 27 October 2023 | |
Utilizations of Steel-Reinforced Concrete-Filled Steel Tubular (SRCFST) Constructions
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, Indonesia
* Corresponding author: 1002163224@ucsiuniversity.edu.my
In recent times, there has been a significant amount of research dedicated to traditional concrete-filled steel tubular (CFST) structures. This research has been broad and includes both practical testing and theoretical analysis. As of late, scholars have redirected their attention toward introducing innovations in the domain of steel-concrete composite systems. This piece delves into investigations involving experiments and simulations, as well as the underlying mechanisms and interplays of constraints. The focus is on rectangular columns made of Steel-Reinforced Concrete Filled Square Tubular (SRCFST), subjected to combined compression and torsion forces. By building upon previous investigations, the article not only provides a summary but also evaluates the pathways that research on SRCFST columns has taken. Additionally, it offers a glimpse into the potential directions for future studies. This comprehensive strategy not only serves as a point of reference for upcoming research endeavors but also furnishes practical insights for their real-world implementation.
© The Authors, published by EDP Sciences, 2023
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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