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

Table 4

Load results of specimen with varying thickness of prestressed basalt fiber-reinforced polymer.

FEA model designation	Cracking load (kN)	Yield load (kN)	Ultimate load (kN)
SP-CON	13.9	111.37	132.6
SP-P35-B-2/50/5000–C	30.2	132.2	154.3
SP-P35-B-3/50/5000–C	31.52	138.79	159.9
SP-P35-B-4/50/5000–C	35.4	146.07	161.26

FEA, Finite-element analysis.