Strength Prediction of Self-Consolidating Concrete Containing Steel Fibre with Different Fibre Aspect Ratio

Table 2

Physical and mechanical properties of fibres.

Fibre type	Density of the fibre (kg/m^3)	Diameter of the steel fibre (mm)	Length of fibre (mm)	Aspect ratio of the fibre	Modulus of elasticity (N/mm^2)	Tensile strength (N/mm^2)	Anchorage	Surface texture
Steel fibre–crimped and hooked	7850	0.55	30	55	200000	1100	Hooked	Smooth
		0.55	35	65		1150
		0.75	60	80		1100