Finite Element Simulation of the Vibration Provided by Sandwich Rigid Panel with a Resilient Material In Between under Heavyweight Impact

Table 5

Simulation results of rubber model for Shore A hardness from 46 to 47.

Shore A hardness	𝐴	𝐵	Y (N·s)	𝐹max (N)	𝐹avg (N)	𝐴avg (m/s^2)	Impact duration (s)
46.0	0.2450	0.0610	22.022	1527.4	974.545	381.938	0.0225
46.1	0.2464	0.0614	22.002	1539.4	977.863	383.251	0.0224
46.2	0.2478	0.0618	22.005	1523.1	982.516	385.115	0.0223
46.3	0.2492	0.0622	22.007	1526.3	978.126	383.519	0.0224
46.4	0.2506	0.0626	21.962	1533.2	984.678	386.061	0.0222
46.5	0.2520	0.0630	21.958	1546.5	989.207	387.677	0.0221
46.6	0.2534	0.0634	21.977	1569.1	994.501	389.906	0.0220
46.7	0.2548	0.0638	21.987	1535.7	994.743	390.007	0.0220
46.8	0.2562	0.0642	21.984	1558.1	999.251	391.803	0.0219
46.9	0.2576	0.0646	21.996	1565.6	1004.375	393.822	0.0218
47.0	0.2590	0.0650	21.964	1534.1	1007.673	395.141	0.0217