Numerical Solution of the Kirchhoff Plate Bending Problem with BEM

Table 1

Loading pattern	Number of BE	Points	Boundary conditions				Δ𝑡	Δ𝑤max
			Δ𝑤	Δ𝜃𝑛	Δ𝑀𝑛	Δ𝑉𝑛
	20	1	—	0.947	—	0.813	3.291	0.845
	36	1	—	0.987	—	0.977	4.224	0.938
	44	1	—	0.994	—	0.991	4.657	0.955