Ansari, M.; Al Zand, A.W.; Hosseinpour, E.; Joharchi, A.; Abedini, M.
Development of a Stress Block Model to Predict the Ultimate Bending Capacity of Rectangular Concrete-Filled Steel Tube Beams Strengthened with U-Shaped CFRP Sheets. Infrastructures 2025, 10, 73.
https://doi.org/10.3390/infrastructures10040073
AMA Style
Ansari M, Al Zand AW, Hosseinpour E, Joharchi A, Abedini M.
Development of a Stress Block Model to Predict the Ultimate Bending Capacity of Rectangular Concrete-Filled Steel Tube Beams Strengthened with U-Shaped CFRP Sheets. Infrastructures. 2025; 10(4):73.
https://doi.org/10.3390/infrastructures10040073
Chicago/Turabian Style
Ansari, Mohammad, Ahmed W. Al Zand, Emad Hosseinpour, Ali Joharchi, and Masoud Abedini.
2025. "Development of a Stress Block Model to Predict the Ultimate Bending Capacity of Rectangular Concrete-Filled Steel Tube Beams Strengthened with U-Shaped CFRP Sheets" Infrastructures 10, no. 4: 73.
https://doi.org/10.3390/infrastructures10040073
APA Style
Ansari, M., Al Zand, A. W., Hosseinpour, E., Joharchi, A., & Abedini, M.
(2025). Development of a Stress Block Model to Predict the Ultimate Bending Capacity of Rectangular Concrete-Filled Steel Tube Beams Strengthened with U-Shaped CFRP Sheets. Infrastructures, 10(4), 73.
https://doi.org/10.3390/infrastructures10040073
