Research Article
Linear Barycentric Rational Collocation Method for Beam Force Vibration Equation
Table 11
Convergence rate of deflection with quasi-equidistant nodes
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| | 2.7216e + 0 | | 3.1196e + 0 | | 3.5186e + 0 | | 3.9417e + 02 | | 2 | 2 | 2 | | 2.5198e + 0 | — | 1.6983e + 0 | 0.877 | 8.6747e + 0 | 5.342 | 7.7764e + 00 | 5.6636 | 2 | 2 | 3 | 0 | 0 | | 3.0502e − 01 | 9.6902 | 7.9164e − 02 | 11.06 | 6.0185e − 02 | 7.171 | 3.4646e − 02 | 7.8102 | 7 | 3 | | 8.5111e − 03 | 5.1634 | 8.7507e − 04 | 6.499 | 4.7864e − 04 | 6.974 | 1.7242e − 04 | 7.6506 | 3 | 3 |
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