Shock and Vibration

Research Article

Numerical Investigation of the Dynamic Responses and Damage of Linings Subjected to Violent Gas Explosions inside Highway Tunnels

Table 4

Calculation parameters for the secondary lining.


(kg/m³)	G (GPa)				(GPa)			(MPa)

2314	16.7	2	1.22	1.22	35.27	1.6	0.61	25

0.18	0.1	0.6805	0.0105	0	3E-11	3E-12	3E22	3E22

4.2E-2	4.4E-2	0.001	0.53	0.7	0.5	0.015	1.0	0.0008
		(GPa)	(GPa)	(GPa)	(GPa)	(GPa)
0.7	0.8	35.27	39.58	9.04	0.023	6	3.0	1.188