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Flexural Strengthening of Reinforced Concrete Beams by Different FRP Products Using Near-Surface Mounted Technique

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Flexural strength increased by 107.6% for NSM-FRP bars, showing remarkable improvements in load-bearing capacity.
Testing involved various FRP types, such as carbon, glass, and basalt, assessing their impact on midspan deflection and failure mode.
The study employed a two-point loading method on reinforced concrete beams, measuring the bond behavior and effectiveness of different FRP products.
Strengthening with NSM-FRP sheets yielded 19.6% improvement, while carbon, glass, and basalt materials varied significantly in their performance.

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Experimental evaluation of flexural strength in reinforced concrete beams using various FRP types, indicating enhanced load capacity.

Bdair et al. (2025) studied this question.

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