Numerical Solution of the Kirchhoff Plate Bending Problem with BEM

Table 3

Loading pattern	Number of BE	Points	Boundary conditions				Δ𝑡	Δ𝑤max
			Δ𝑤	Δ𝜃𝑛	Δ𝑀𝑛	Δ𝑉𝑛
	20	1	—	—	0.956	0.997	4.251	0.995
	36	1	—	—	0.990	0.997	5.462	0.996
	44	1	—	—	0.995	0.999	5.564	0.998