Analysis of Fractal and Energy Consumption Characteristics of Concrete under Impact Loading

Table 3

Calculation results of relevant energy during impact compression of concrete specimens.

Specimen no.	(m·s^-1)	(J)	(J)	(cm^2)	(J·cm^-2)	(J)
P-A-1	5	467.47	141.70	7349.85	0.0155	113.92
P-A-2		458.15	142.77	7295.76		113.08
P-A-3	6	992.92	441.47	21816.97		338.16
P-A-4		1025.22	455.38	23000.39		356.51
P-A-5	7	1581.63	787.84	42249.68		654.87
P-A-6		1487.66	813.95	42870.32		664.49
P-B-1	5	467.68	117.20	4043.12	0.0255	103.10
P-B-2		451.36	103.74	3481.51		88.78
P-B-3	6	1069.15	331.61	10187.45		259.78
P-B-4		989.97	337.80	10630.57		271.08
P-B-5	7	1494.36	644.64	20830.09		531.17
P-B-6		1523.72	648.62	20475.44		522.12
P-C-1	5	456.45	87.59	2517.02	0.0325	81.80
P-C-2		470.37	76.75	2275.21		73.94
P-C-3	6	1104.87	303.69	8515.30		276.75
P-C-4		982.18	311.88	8407.76		273.25
P-C-5	7	1568.36	478.58	13069.08		424.75
P-C-6		1525.26	455.80	12762.57		414.78
P-D-1	5	446.37	76.79	1521.50	0.0420	63.90
P-D-2		482.35	72.03	1399.06		58.76
P-D-3	6	1133.39	296.82	6367.14		267.42
P-D-4		989.61	288.56	5940.71		249.51
P-D-5	7	1579.75	418.08	8630.30		362.47
P-D-6		1501.54	396.69	8111.14		340.67