Numerical Solution of the Kirchhoff Plate Bending Problem with BEM

Table 2

Loading pattern	Number of BE	Points	Boundary conditions				Δ𝑡	Δ𝑤max
			Δ𝑤	Δ𝜃𝑛	Δ𝑀𝑛	Δ𝑉𝑛
	20	1	—	0.940	—	0.849	3.831	0.950
	36	1	—	0.985	—	0.980	3.952	0.983
	44	1	—	0.993	—	0.993	4.154	0.988