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The document presents a study on the nonlinear finite element analysis of high and ultra-high strength concrete beams reinforced with fiber reinforced polymer (FRP) bars using ABAQUS software. It examines the effects of various parameters, including concrete compressive strength, type of FRP bars, and reinforcement ratios on the bending behavior of the beams. The findings indicate that while concrete strength minimally affects ultimate capacity, it influences deflection, with CFRP reinforced beams showing h

Author

Sadiq

Language

EN