Open Access
| Issue |
E3S Web Conf.
Volume 694, 2026
Third International Conference on Green Energy, Environmental Engineering and Sustainable Technologies 2025 (ICGEST 2025)
|
|
|---|---|---|
| Article Number | 01007 | |
| Number of page(s) | 9 | |
| Section | Application of Sustainable Technology in Construction Industry | |
| DOI | https://doi.org/10.1051/e3sconf/202669401007 | |
| Published online | 16 February 2026 | |
- M.M. Sarhan, M.N.S. Hadi, L.H. Teh, Strength and ductility behaviour of steel plate reinforced concrete beams under flexural loading, Proc. 1st Int. Conf. Struct. Eng. Res. 161–166 (2017), Sydney, Australia [Google Scholar]
- S. Guo, C. Liu, X. Ma, Flexural Performance of Steel-Normal Concrete-Ultra-High-Performance Concrete Composite Slabs with Steel Ribs, Buildings 14(5) 1301 (2024) [Google Scholar]
- Y. Wang, H. Lin, Z. Lai, D. Li, W. Zhou, X. Yang, Flexural behavior of high-strength rectangular concrete-filled steel tube members, J. Struct. Eng. 148(1) 04021230 (2022) [Google Scholar]
- S.M. AlObaidi, M.A. Mousa, A.M. Almusawi, M.A. Shallal, S. Alzabeebee, Flexural Behavior of Concrete-Filled Steel Tube Beams Composite with Concrete Slab Deck, Infrastruct. 9(10) 187 (2024) [Google Scholar]
- A. Hamoda, A.A. Abadel, A. Baktheer, M. Emara, Concentric Compressive Performance of Precast Concrete Filled Steel Tube with Intermediate Construction Connection Made of High-Performance Concretes, Int. J. Concr. Struct. Mater. 19(1) 82 (2025) [Google Scholar]
- A.W. Al Zand, M.M. Ali, R. Al-Ameri, W.H.W. Badaruzzaman, W.M. Tawfeeq, E. Hosseinpour, Z.M. Yaseen, Flexural strength of internally stiffened tubular steel beam filled with recycled concrete materials, Mater. 14(21) 6334 (2021) [Google Scholar]
- Y. Shen, Y. Tu, Flexural strength evaluation of multi-cell composite T-shaped concrete-filled steel tubular beams, Mater. 14(11) 2838 (2021) [Google Scholar]
- Y. Shen, Y. Tu, W. Huang, "Flexural strength evaluation of multi-cell composite L-shaped concrete-filled steel tubular beams, Buildings 12(1) 39 (2022) [Google Scholar]
- Z. Chen, S. Pu, H. Wang, "Numerical Analysis on the Bending Capacity of the Concrete‐Filled Micro‐Steel‐Tube Piles, Math. Probl. Eng. 2022(1) 2317594 (2022) [Google Scholar]
- F. Ding, S.I. Sadat, F. Lyu, Y. Yin, Flexural performance of rectangular CFST composite T-beams: Experimental, numerical, and theoretical investigation, J. Constr.Steel Res. 213 108356 (2024) [Google Scholar]
- Z. Zhang, Y. Yi, T. Liao, X. Li, Seismic performance of RC circular columns strengthened with self-compacting concrete-filled steel tubes, Int. J. Steel Struct. 23(4) 1164-1177 (2023) [Google Scholar]
- W. Mansour, B. Osama, W. Li, P. Wang, M.H.R. Sobuz, Numerical Response of Concrete-Filled Steel Tubular (CFST) Columns Externally Strengthened with FRP Composites Subjected to Cyclic Loading, Int. J. Concr. Struct. Mater. 18(1) 82 (2024) [Google Scholar]
- G. Zhu, X. Wang, W. Wang, J. Wang, Y. Yang Research on the Flexural Behavior of Profiled Steel Sheet-Hollow Concrete Composite Floor Slab, Buildings 15(12) 2140 (2025) [Google Scholar]
Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.
Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.
Initial download of the metrics may take a while.