Research Article

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

Table 9

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

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

SP-P35-B-2/50/5000–C38.8134.93.47
SP-P35-C-2/50/5000–C39.04132.33.38

FEA, Finite-element analysis.