Numerical Solution of the Kirchhoff Plate Bending Problem with BEM

Table 5

Loading pattern	Number of BE	Points	Boundary conditions				Δ𝑡	Δ𝑤max
			Δ𝑤	Δ𝜃𝑛	Δ𝑀𝑛	Δ𝑉𝑛
	20	1	—	—	0.945	0.967	3.671	0.970
		2	—	0.937	—	0.926
	36	1	—	—	0.987	0.998	4.239	0.999
		2	—	0.985	—	0.995
	44	1	—	—	0.994	0.999	4.281	0.996
		2	—	0.993	—	0.993