Research Article

Linear Barycentric Rational Collocation Method for Beam Force Vibration Equation

Table 9

Convergence rate of deflection with quasi-equidistant nodes .


4.1355e + 04.0577e + 04.3916e + 04.3806e + 02
222
2.7542e + 03.90832.0053e + 04.3382.0135e + 04.4472.0022e + 014.4515
11810
4.4083e + 01.9063e − 016.7162.1971e − 029.8391.8656e − 0210.068
199
1.9575e + 01.17122.1823e − 023.1263.5110e − 045.9673.7910e − 058.9428
195