Research Article
A Spatial Euler-Bernoulli Beam Element for Rigid-Flexible Coupling Dynamic Analysis of Flexible Structures
Table 1
Cantilever beam with an end point load.
| | | | Mattiasson | Present | Mattiasson | Present |
| 1.0 | 0.05643 | 0.05643 | 0.30172 | 0.30172 | 2.0 | 0.16064 | 0.16064 | 0.49346 | 0.49347 | 3.0 | 0.25442 | 0.25442 | 0.60325 | 0.60327 | 4.0 | 0.32894 | 0.32894 | 0.66996 | 0.66999 | 5.0 | 0.38763 | 0.38762 | 0.71379 | 0.71383 | 6.0 | 0.43459 | 0.43458 | 0.74457 | 0.74462 | 7.0 | 0.47293 | 0.47292 | 0.76737 | 0.76743 | 8.0 | 0.50483 | 0.50482 | 0.78498 | 0.78505 | 9.0 | 0.53182 | 0.53182 | 0.79906 | 0.79913 | 10.0 | 0.55500 | 0.55499 | 0.81061 | 0.81070 |
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