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

Table 2

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

X	Y	Z
0.4775519165819412	−0.48025726960289933	1.4935108461479483
x	y	z
1.0	0.0	2.0