Experimental Study of the Shear Behavior and Shear Strength of Hybrid Fiber-Reinforced SCC Rectangular Beams

Table 3

Test results of workability and cubic strength.

Fiber type (kg·m^−3)	Slump flow		J-ring		Cubic strength (MPa)
	(mm)	(s)	(mm)	(mm)
SF0PF0	780	3.0	780	1	47.71
SF20PF0	770	3.3	740	2	46.62
SF20PF6	740	4.1	700	10	49.07
SF40PF0	760	3.8	730	8	33.73
SF40PF4	730	4.5	700	15	36.03
SF40PF6	700	5.0	660	20	—

SF20PF6 means the FRSCC with the dosage of 20 kg/m³ SF and 6 kg/m³ PF.