From: Analytic and numeric analysis for deformation of non-prismatic beams resting on elastic foundations
Non-dimensional buckling parameter | \(\gamma = 0\) | \(\gamma = 0.2\) | \(\gamma = 0.4\) | \(\gamma = 0.6\) | \(\gamma = 0.8\) | \(\gamma = 1\) |
---|---|---|---|---|---|---|
PM (C-C), Q1 | 39.478 | 49.269 | 64.113 | 85.905 | 116.540 | 157.914 |
DQM (C-C), Q1 | 39.478 | 49.295 | 64.655 | 89.466 | 130.670 | 198.959 |
PM (C-C), Q2 | 88.826 | 110.855 | 144.254 | 193.286 | 262.216 | 355.306 |
DQM (C-C), Q2 | 88.826 | 110.914 | 145.475 | 201.300 | 294.007 | 447.657 |
PM (C-C), Q3 | 157.914 | 197.076 | 256.452 | 343.620 | 466.161 | 631.655 |
DQM (C-C), Q3 | 157.914 | 197.181 | 258.622 | 357.866 | 522.679 | 795.835 |