Numerical Analysis on Flexural Behaviors of Prestressed Reinforced Concrete Beams Strengthened with NSM CFRP Strips

Table 2

Comparison of simulated value, theoretical value, and experimental value.

Specimens	(kN)	(kN)	(kN)
PCB0	226.1	229.4	211.7	0.985	0.923
MPCB1	256.8	245.8	249.9	1.045	1.017
MPCB2	255.3	260.7	249.9	0.979	0.959
MPCB3	255.9	257.6	249.9	0.993	0.970
MPCB4	240.6	254.6	249.9	0.945	0.982

Note: is the simulated value, is the experimental value, and is the theoretical value.