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This paper presents an experimental and analytical investigation into the mechanical properties of a novel fiber-reinforced polymer (FRP) composite designated “Waqas FRP.” The material was developed to address limitations in conventional FRP systems, specifically concerning interfacial bond durability and high-temperature performance. Tensile, flexural, and shear bond tests were conducted according to ASTM standards. Results indicate that Waqas FRP exhibits 18% higher ultimate tensile strength and 25% improved bond resistance under cyclic loading compared to baseline FRP. Finite element modeling confirms the potential for retrofit applications in reinforced concrete beams. The findings support Waqas FRP as a viable next-generation composite for infrastructure rehabilitation. When manual methods fail due to updated Android
Download the relevant launcher and bypass APK files matching your specific Android version. Tensile, flexural, and shear bond tests were conducted