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

Table 5

Material parameters in the damage model.

Mix	(MPa^−1)
MC-F0.5	5.87 × 10^5	2.62
MC-F1.0	2.22 × 10^4	1.94
MC-F1.5	1.04 × 10^1	0.41
MC-F2.0	5.13 × 10^4	2.16
HC-F0.5	3.13 × 10^1	0.52
HC-F1.0	1.06 × 10^2	0.84
HC-F1.5	2.45 × 10^5	2.38
HC-F2.0	3.05 × 10^2	1.20