Rasheed, M.H.F.; Taha, B.O.; Agha, A.Z.S.; Arbili, M.M.; Abdulrahman, P.I.
Shear Capacity of Fiber-Reinforced Polymer (FRP)–Reinforced Concrete (RC) Beams Without Stirrups: Comparative Modeling with FRP Modulus, Longitudinal Ratio, and Shear Span-to-Depth. J. Compos. Sci. 2025, 9, 554.
https://doi.org/10.3390/jcs9100554
AMA Style
Rasheed MHF, Taha BO, Agha AZS, Arbili MM, Abdulrahman PI.
Shear Capacity of Fiber-Reinforced Polymer (FRP)–Reinforced Concrete (RC) Beams Without Stirrups: Comparative Modeling with FRP Modulus, Longitudinal Ratio, and Shear Span-to-Depth. Journal of Composites Science. 2025; 9(10):554.
https://doi.org/10.3390/jcs9100554
Chicago/Turabian Style
Rasheed, Mereen Hassan Fahmi, Bahman Omar Taha, Ayad Zaki Saber Agha, Mohamed M. Arbili, and Payam Ismael Abdulrahman.
2025. "Shear Capacity of Fiber-Reinforced Polymer (FRP)–Reinforced Concrete (RC) Beams Without Stirrups: Comparative Modeling with FRP Modulus, Longitudinal Ratio, and Shear Span-to-Depth" Journal of Composites Science 9, no. 10: 554.
https://doi.org/10.3390/jcs9100554
APA Style
Rasheed, M. H. F., Taha, B. O., Agha, A. Z. S., Arbili, M. M., & Abdulrahman, P. I.
(2025). Shear Capacity of Fiber-Reinforced Polymer (FRP)–Reinforced Concrete (RC) Beams Without Stirrups: Comparative Modeling with FRP Modulus, Longitudinal Ratio, and Shear Span-to-Depth. Journal of Composites Science, 9(10), 554.
https://doi.org/10.3390/jcs9100554
