1. Reference problem#

1.1. Geometry#

1.2. Material properties#

Hyper-elastic behavior of SAINT VENANT - KIRCHHOFF:

_images/Object_1.svg

1.3. Boundary conditions and loads#

The load is applied in two stages: first, an overall rotation of the structure, followed by traction exerted by subsequent forces.

For B modeling, the value of \(p\) depends on the coordinate \(Y\).