Research Article

Linear Barycentric Rational Collocation Method for Beam Force Vibration Equation

Table 12

Convergence rate of bending moment with quasi-equidistant nodes .


5.4001e + 06.1897e + 06.9811e + 07.8208e + 00
000
5.1958e + 03.5019e + 00.8211.7887e − 015.2861.6035e − 015.6080
0075
5.1369e − 039.98221.3332e − 0311.351.0136e − 037.4635.8348e − 048.1023
93
1.7818e − 024.4772e − 023.3747e − 022.6845e − 02