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

Table 5

Energy distribution of concrete with different fly ash contents.

P (%)	W R (J)	W L (J)	W P (J)
0	30.43	13.35	28.56
10	32.79	16.44	25.36
20	35.42	18.33	19.47
30	38.75	21.91	12.94
40	41.78	15.51	15.28
50	44.36	9.43	18.44