Research Article
Linear Barycentric Rational Collocation Method for Beam Force Vibration Equation
Table 6
Convergence rate of bending moment with equidistant nodes
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| | 8.6319 | | 1.2547e + 0 | | 1.5671e + 0 | | 1.5214e + 01 | | 1 | 1 | | 6.7548e − 01 | 3.6757 | 2.1839e + 0 | — | 1.1063e + 0 | 0.502 | 1.2536e + 01 | — | 1 | 1 | 4 | | 8.5357e − 01 | - | 5.4495e − 02 | 8.646 | 2.4465e − 02 | 8.820 | 1.9834e − 02 | 9.3039 | 6 | 8 | | 6.0317e − 01 | 0.5009 | 1.1256e − 02 | 2.275 | 1.7640e − 03 | 3.793 | 6.5673e − 04 | 4.9165 | 5 | 8 |
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