A Study on Using Glass Fiber-Reinforced Polymer Composites for Shear and Flexural Enhancement of Reinforced Concrete Beams

Table 6

Average failure load, moment, and flexural strength of concrete beam samples after 28-days reinforced with glass fiber and reinforced bar.

Series	Sample spacemen	Average load (kN)	Average flexural strength (MPa)	Average Moment capacity
Set II	Control	85.76	17.15	16.08
	0.25% fiber	94.33	18.87	17.68
	0.50% fiber	103.33	20.67	19.37
	0.75% fiber	104.13	20.83	19.52