Research Article

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

Table 8

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

FEA model designationCracking load (kN)Yield load (kN)Ultimate load (kN)

SP-CON13.9111.37132.6
SP-P35-B-2/50/5000–C30.2132.23154.01
SP-P35-C-2/50/5000–C44.64148.13158.7

FEA, Finite-element analysis.