Research Article

Flexural Response of Prestressed FRP Strengthened Reinforced Concrete Beam under Static Load

Table 5

Comparison of ductility of the specimens for different thickness of basalt fiber-reinforced polymer.

FEA model designationΔy (mm)Δu (mm)Ductility index

SP-P35-B-2/50/5000–C38.88134.93.47
SP-P35-B-3/50/5000–C39.04118.343.02
SP-P35-B-4/50/5000–C37.39111.622.98

FEA, Finite-element analysis.