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

Table 4

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

X	Y	Z
0.874387790220	−0.2627503778460	1.9263479975443
x	y	z
1.0	0.0	2.0