Linear Barycentric Rational Collocation Method for Beam Force Vibration Equation

Table 10

Convergence rate of bending moment with quasi-equidistant nodes .

	7.5367e + 0		7.9725e + 0		8.6829e + 0		8.6637e + 00
	0		0		0
	5.5240e − 01	3.7701	4.1382e − 01	4.267	4.1551e − 01	4.385	4.1284e − 01	4.3913
				9		2
	7.3745e − 01	—	3.1740e − 03	7.026	3.7026e − 04	10.13	3.1421e − 04	10.360
				6		2
	3.1548e − 01	1.2250	1.7330e − 03	0.873	2.2647e − 03	—	5.4457e − 03	—
				0