Hyperelastic Geometrically Nonlinear Inverse 3D-FEM Truss Analyses Based on VaReS

Table 3

Solution of the initially unknown configuration and aim configuration of the 3-bar structure in Figure 9 with nonlinear truss elements.

X	Y	Z
0.6553972454362691	−0.424638016434548	1.735432507307086
x	y	z
1.0	0.0	2.0