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