Reduction of the Early Autogenous Shrinkage of High Strength Concrete

Table 2

Properties of the used steel fibres.

Steel fibres	Fibre length	Equivalent fibre diameter	Fibre tensile strength	Fibre class
	[mm]	[mm]	[MPa]	(ASTM A 820)
IRI 50/30	30	0.5	900	Type 1