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Table 4 Influence of the different elastomers on the eigenfrequencies given in [ H z ]

From: A new mortar formulation for modeling elastomer bedded structures with modal-analysis in 3D

EW No Elast. Elast. 1 Elast. 2 Elast. 3 Elast. 4 Elast. 5
1 50.282 48.584 47.472 45.933 43.157 38.357
2 68.929 52.437 51.461 50.461 48.676 45.275
3 74.304 64.128 61.773 58.287 52.669 45.588
4 87.685 79.851 77.797 74.245 68.109 59.885
5 124.818 110.669 105.449 98.276 90.290 84.003
6 159.264 149.448 141.577 127.098 106.626 89.151
7 172.884 160.956 154.662 140.762 123.733 105.596
8 178.886 162.633 155.910 145.873 127.320 111.518