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This study investigates the impact of concrete cover thickness and main reinforcement ratio on the flexural behavior of reinforced concrete (RC) beams strengthened with near-surface mounted glass fiber reinforced polymer (NSM GFRP) bars. Experimental and numerical analyses revealed that reducing the concrete cover from 50 mm to 30 mm enhances the flexural capacity of the beams, although this improvement diminishes with shorter GFRP bar lengths. Additionally, increasing the main steel reinforcement ratio res

Author

Raihan Abyan

Language

EN