Coupled Static-Dynamic Tensile Mechanical Properties and Energy Dissipation Characteristic of Limestone Specimen in SHPB Tests

Table 2

Dynamic splitting tensile test results of the disk specimen.

Preload (MPa)	Specimen number	Diameter (mm)	Length (mm)	Loading rate (MPa·μm^−1)	Strain rate (s^−1)	Preload tensile stress (MPa)	Peak stress (MPa)	Deformation modulus (GPa)	Incident energy (J)	Reflected energy (J)	Transmitted energy (J)	Absorbed energy (J)	Unit energy consumption (J·cm^−3)
0	SG52-01	50.10	25.41	0.201	56	0	24.55	14.10	63.43	37.26	3.74	22.43	0.45
	SG52-02	50.10	25.45	0.199	48	0	24.24	11.79	58.91	33.88	3.28	21.75	0.43
	SG52-03	50.09	25.72	0.196	44	0	24.17	13.19	60.53	34.73	3.39	22.41	0.44
	SG52-04	50.06	25.85	0.302	85	0	32.87	15.46	203.91	148.41	4.66	50.84	1.00
	SG52-05	50.10	25.34	0.295	91	0	34.11	15.87	192.42	138.89	4.94	48.59	0.97
	SG52-06	50.10	25.65	0.323	92	0	34.45	18.87	196.84	139.45	5.40	51.99	1.03
	SG52-07	50.11	24.85	0.352	116	0	37.73	18.99	316.83	250.34	4.98	61.51	1.26
	SG52-08	50.08	25.74	0.332	122	0	38.62	11.04	312.45	241.56	5.85	65.04	1.28
	SG52-09	50.10	24.52	0.316	106	0	35.36	16.94	315.6	251.25	4.42	59.93	1.24
2	SG52-10	50.12	24.14	0.184	45	2.07	17.64	17.84	44.95	39.44	1.32	4.19	0.09
	SG52-11	50.11	24.25	0.192	49	2.06	19.19	19.63	47.81	39.75	1.46	6.60	0.14
	SG52-12	49.95	24.65	0.184	56	2.03	21.95	12.25	56.28	40.2	2.07	14.01	0.29
	SG52-13	49.82	24.83	0.260	101	2.02	26.56	8.84	182.31	153.61	2.93	25.77	0.53
	SG52-14	49.84	24.93	0.223	95	2.01	24.35	6.89	178.27	153	2.58	22.69	0.47
	SG52-16	49.82	25.46	0.225	112	1.97	27.44	4.11	307.02	272.87	2.86	31.29	0.63
	SG52-17	49.62	24.98	0.253	134	2.02	31.59	4.34	315.96	272.01	3.64	40.31	0.83