Numerical Solution of the Kirchhoff Plate Bending Problem with BEM

Table 4

Loading pattern	Number of BE	Points	Boundary conditions				Δ𝑡	Δ𝑤max
			Δ𝑤	Δ𝜃𝑛	Δ𝑀𝑛	Δ𝑉𝑛
	20	1	—	0.935	—	0.997	2.631	0.969
		2	—	—	0.945	0.968
	36	1	—	0.985	—	0.990	4.529	0.989
		2	—	—	0.987	0.997
	44	1	—	0.993	—	0.992	4.761	0.992
		2	—	—	0.994	1.000