Feasibility of Using High-Performance Steel Fibre Reinforced Concrete for Simplifying Reinforcement Details of Critical Members

Table 1

Mixture proportions of HPCs used in the study.

Mix notation	(MPa)	(%)	Unit weight (kg/m^3)
			Cement	Water	Aggregate	Sand	FA	SF	Fibres	SP	AE
06-SFRC00	60	0.0	662	199	537	894	0	0	0	3.97	1.32
06-SFRC05		0.5							39
06-SFRC10		1.0							79
06-SFRC15		1.5							118
10-SFRC00	100	0.0	583	150	816	570	183	67	0	10.46	0
10-SFRC05		0.5							39
10-SFRC10		1.0							79	11.63
10-SFRC15		1.5							118	11.49

is a specific compressive strength of HPC; is steel fibre volume fraction; FA is fly ash; SF is silica fume; SP is superplasticizer; AE is air entraining reagent.