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This research article investigates the flexural behavior of reinforced concrete (RC) beams strengthened using near-surface mounted (NSM) devices with various types of bars, including carbon fiber-reinforced polymer (CFRP), glass fiber-reinforced polymer (GFRP), and steel. Experimental tests on four concrete beams demonstrated that NSM-CFRP bars significantly improved the flexural capacity and stiffness compared to unstrengthened beams. The study establishes a methodology for evaluating the performance of NS

Author

Zana J. Rasool

Language

EN