Feature importance analysis revealed that axial load (Pu) is primarily governed by FRP stiffness, steel yield strength, and concrete strength, whereas ultimate axial strain (εcu) is dominated by steel tube geometry and strength, confirming that axial load and strain are controlled by distinct governing mechanisms.
P. Kumar, S. B. Singh, S. Barai· The Indian Concrete Journal· 0 citations
This study develops and evaluates a three-dimensional nonlinear finite element (FE) framework for carbon fiber-reinforced polymer (CFRP)-confined concrete-filled steel tube (CFST) short columns subjected to concentric axial compression. The concrete core is represented using C3D8R solid elements, and the steel tube and...
Bzhar Muheddin Mohammed, Esra Mete Güneyisi· Applied Sciences· 0 citations
An experimental and theoretical program was conducted to enhance comprehension with regard to how variations in fibre ratio affect the structural performance of concrete beams. In this research a concrete mix with Three fibre volume fractions of 0.5%, 1.0%, and 1.5%were tested to evaluate the fibre effect on concrete s...
D. Witwit, Maytham Khalid Gatea, Hka al-Farttoosi et al.· ASM Science Journal· 0 citations
This study investigates the repeated-loading performance and moment redistribution of continuous reinforced concrete (RC) T-beams strengthened with carbon fiber-reinforced polymer (CFRP) using a combined experimental and numerical approach. The experimental part studies the effect of reinforcement percentage and the CF...
Zeinab Moubarek, Ehab Lotfy, M. Ahmed et al.· International Islamic Univer...· 0 citations
This study presents a comprehensive analytical evaluation of the axial compression behavior of fiber-reinforced polymer–reinforced concrete (FRP-RC) columns. The investigation focuses on the combined effects of transverse confinement, FRP material type, column geometry, and concrete compressive strength, while explicit...
Mohammad Awad· Discover Civil Engineering· 0 citations
This study examines the behavior and resistance of concrete-filled steel tube (CFST) columns under post-blast fire conditions, where prior explosions cause initial structural damage affecting fire performance. A blast equivalent to 20 kg TNT at a 1.5 m distance was simulated, followed by fire exposure. Seven numerical...