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 |