Research Article
Linear Barycentric Rational Collocation Method for Beam Force Vibration Equation
Table 12
Convergence rate of bending moment with quasi-equidistant nodes
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| | 5.4001e + 0 | | 6.1897e + 0 | | 6.9811e + 0 | | 7.8208e + 00 | | 0 | 0 | 0 | | 5.1958e + 0 | — | 3.5019e + 0 | 0.821 | 1.7887e − 01 | 5.286 | 1.6035e − 01 | 5.6080 | 0 | 0 | 7 | 5 | | 5.1369e − 03 | 9.9822 | 1.3332e − 03 | 11.35 | 1.0136e − 03 | 7.463 | 5.8348e − 04 | 8.1023 | 9 | 3 | | 1.7818e − 02 | — | 4.4772e − 02 | — | 3.3747e − 02 | — | 2.6845e − 02 | — |
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