Dynamic Compression Behavior and a Damage Constitutive Model of Steel Fibre Reinforced Self-Compacting Concrete

Table 2

Workability of SFRSCC.

Mix	Slump flow dm (mm)	L-box h2/h1^#
MC-F0.5	795	0.91
MC-F1.0	845	0.91
MC-F1.5	750	0.93
MC-F2.0	710	0.90
HC-F0.5	755	0.89
HC-F1.0	750	0.93
HC-F1.5	760	0.93
HC-F2.0	765	0.94

slump flow values for proper SCC should be within 550–850 mm [35]; ^#h₂/h₁ values for proper SCC should be ≥0.8 [35].