The Influence of Fly Ash Contents on Mechanical Properties and Energy Response of Concrete at a High Strain Rate

Table 3

The ratio of each material in concrete.

Fly ash contents P (%)	Water-binder ratio (%)	Cement (kg/m^3)	Fly ash (kg/m^3)	Sand (kg/m^3)	Water(kg/m^3)
0	32.23	588.9	0	962	189.8
10	32.23	530.01	58.89	962	189.8
20	32.23	471.12	117.78	962	189.8
30	32.23	412.23	176.67	962	189.8
40	32.23	353.34	235.56	962	189.8
50	32.23	294.45	294.45	962	189.8