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

Table 5

Solution of the initially unknown configuration and aim configuration of the 3-bar structure in Figure 19 with nonlinear truss elements.

X	Y	Z
0.8431479069299	−0.3437354017714	1.9298317925520
x	y	z
1.0	0.0	2.0