Research Article
Linear Barycentric Rational Collocation Method for Beam Force Vibration Equation
Table 8
Convergence rate of bending moment with equidistant nodes
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| | | | | |
| | 3.9561e + 0 | | 0 5.7800e + 0 | | 8.3046e + 0 | | 1.1442e + 01 | | 0 | 0 | 0 | | 4.2155e − 01 | 3.2303 | 3.8310e − 01 | 3.915 | 1.0971e + 0 | 2.920 | 9.9683e − 01 | 3.5208 | 3 | 0 | 2 | | 5.2460e − 02 | 3.0064 | 7.8314e − 02 | 2.290 | 2.0905e − 02 | 5.713 | 1.1084e − 01 | 3.1689 | 4 | 7 | | 1.4697e − 02 | 1.8357 | 5.3686e − 03 | 3.866 | 3.7775e − 03 | 2.468 | 2.4037e − 03 | 5.5271 | 6 | 3 |
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