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

Table 11

The list of UHPC beam specimens.

	Set number	Section (mm)	Fiber ratio (vol.%)	Reinforcement steel		Shear span-depth ratio	Length (mm)
				Ratio (%)	Place
HS2-N	1	135 × 270	0	1.1	2-D16	2	1,630
HS2-A			1
HS3-N	2		0			3	2,100
HS3-A			1
HS4-N	3		0			4	2,560
HS4-A			1
HB4-N	4		0	0.4	2-D10
HB4-A			1
HB7-N	5		0	0.7	2-D13
HB7-A			1
HB11-N	6		0	1.1	2-D16
HB11-A			1