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

Table 1

Mix proportions of SFRSCC (kg/m³).

Mix	Cement	Sand	Coarse aggregate	Fly ash	Water	Superplasticizer	Steel fibres
MC-F0.5	427	724	862	107	171	2.6	39
MC-F1.0	427	721	856	107	171	2.6	78
MC-F1.5	427	714	849	107	171	2.6	117
MC-F2.0	427	708	843	107	171	2.0	156
HC-F0.5	494	714	831	49	148	3.3	39
HC-F1.0	494	696	810	49	148	4.4	78
HC-F1.5	494	678	789	49	148	5.1	117
HC-F2.0	494	658	778	49	148	3.6	156