Reference problem
=====================


Geometry
---------

This calculation is based on the modeling of a notched specimen stressed by an imposed displacement.


Material properties
-----------------------

Elastoplastic behavior at isotropic work hardening:

:math:`E=200\mathrm{GPa}`

:math:`\nu =0.4999`

:math:`{\sigma }_{y}\mathrm{=}200\mathit{MPa}`

:math:`{E}_{T}=1000\mathrm{MPa}`


Boundary conditions and loads
-------------------------------------

On :math:`\mathrm{BD}`: :math:`\mathrm{DY}=0.`

On :math:`\mathrm{DF}`: :math:`\mathrm{DX}=0.`

On :math:`\mathrm{FG}`: :math:`\mathrm{DY}=0.1`