Numerical Solution of the Kirchhoff Plate Bending Problem with BEM

Table 6

Loading pattern	Number of BE	Points	Boundary conditions				Δ𝑡	Δ𝑤max
			Δ𝑤	Δ𝜃𝑛	Δ𝑀𝑛	Δ𝑉𝑛
	20	1	0.947	0.995	—	—	4.171	0.936
		2	—	0.937	—	0.817
	36	1	0.980	0.998	—	—	4.219	0.976
		2	—	0.984	—	0.973
	44	1	0.993	0.999	—	—	4.461	0.983
		2	—	0.992	—	0.995