The Application Research of Inverse Finite Element Method for Frame Deformation Estimation

Table 2

Loading case for the clamped-free beam. Max deflections are captured from NDI.

	Case 1	Case 2	Case 3	Case 4	Case 5
Loads	5 N	15 N	37 N	41 N	68 N
Max deflection in Y	−0.79 mm	−2.5 mm	−6.11 mm	−6.82 mm	−10.96 mm
RMS in Y	0.05 mm	0.16 mm	0.32 mm	0.33 mm	0.42 mm
%Diff(v) in Y	6%	6.4%	5.2%	4.8%	3.8%