Behavior Evaluation of Ultrahigh-Performance Concrete Beam Containing Para-Aramid Fibers

Table 12

The list of NSC beam jacketed UHPC specimens.

	Section (mm)	Jacketed UHPC		Reinforcement steel		Shear span-depth ratio	Length (mm)
		Thickness (mm)	Fiber ratio (vol.%)	Ratio (%)	Place
NS-0	135 × 270	0	1	1.1	2-D16	3	2,100
NS-10		10
NS-20		20
NB-0		0				4	2,560
NB-10		10
NB-20		20