Research Article
Buckling of Nonprismatic Column on Varying Elastic Foundation with Arbitrary Boundary Conditions
Table 8
Normalized buckling loads for example 3.
| Case | 1 | 2 | 3 | 4 | 5 | | 0 | 0.15 | 0.3 | 0.45 | 0.6 | | |
| 0.294283096 | 4.054726368 | 4.034826 | 3.965174 | 3.865672 | 3.746269 | 0.52331757 | 11.75376884 | 11.42211 | 10.78894 | 10.01508 | 9.140704 | 0.930604859 | 35.42211055 | 33.97487 | 31.13065 | 27.47236 | 22.9799 | 1.65487546 | 112.4170854 | 104.1457 | 92.38693 | 77.44221 | 57.70352 | 1.967989671 | 157.8341709 | 146.1256 | 128.598 | 106.3065 | 76.12563 |
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