1. Reference problem#

1.1. Geometry#

_images/Object_1.svg

Bias plate recessed in \({P}_{1}{P}_{2}\) and subjected in \(P\) to a concentrated vertical force:

\(f\mathrm{=}\mathrm{-}F{e}_{z}\); \(F>0\)

1.2. Material properties#

Elastic behavior:

\(E\mathrm{=}2100000\); \(\nu \mathrm{=}\frac{1}{3}\)

1.3. Boundary conditions and loads#

Embedding in \({P}_{1}{P}_{2}\). We are looking for the successive states of equilibrium under the load made up of force:

\(F(t)\mathrm{=}t\)

in \(P\), \(t\) being the nickname.

We are particularly interested in horizontal and vertical movements in \(P\).