Research Article

Linear Barycentric Rational Collocation Method for Beam Force Vibration Equation

Table 7

Convergence rate of deflection with equidistant nodes .


1.2258e + 01.7906e + 02.5725e + 03.5441e + 02
222
2.5305e + 02.27622.2997e + 02.9606.5860e + 01.9655.9839e + 012.5662
11917
3.2139e + 02.97704.7977e + 02.2611.2807e + 05.6846.7902e + 003.1396
00004
9.0199e − 011.83313.2947e − 013.8642.3183e − 012.4651.4751e − 015.5245
18