Benchmark solution ===================== The solution to the problem posed can be determined analytically. We note: * :math:`{\varepsilon }_{0}` the deformation applied in the :math:`z` direction, * :math:`{\varepsilon }_{1}`, :math:`{\varepsilon }_{2}`, and :math:`{\varepsilon }_{3}` the main deformations First loading step: simple compression ------------------------------------------------- * The deformation tensor is equal to: .. image:: images/Object_6.svg :width: 135 :height: 74 .. _RefImage_Object_6.svg: with :math:`{\varepsilon }_{0}<0` * The equivalent deformation is therefore equal to: .. image:: images/Object_7.svg :width: 135 :height: 74 .. _RefImage_Object_7.svg: * As soon as .. image:: images/Object_8.svg :width: 135 :height: 74 .. _RefImage_Object_8.svg: , there is an evolution of the damage which is equal to: .. image:: images/Object_10.svg :width: 135 :height: 74 .. _RefImage_Object_10.svg: * Finally, constraint :math:`{\sigma }_{\mathit{zz}}` is equal to: .. image:: images/Object_11.svg :width: 135 :height: 74 .. _RefImage_Object_11.svg: Second loading stage: thermal expansion in plane deformations -------------------------------------------------------------------------- * The tensor of the total deformations is equal to: .. image:: images/Object_12.svg :width: 135 :height: 74 .. _RefImage_Object_12.svg: with fixed :math:`{\varepsilon }_{0}<0` * The elastic deformation equal .. image:: images/Object_13.svg :width: 135 :height: 74 .. _RefImage_Object_13.svg: , the equivalent deformation is equal to: .. image:: images/Object_14.svg :width: 135 :height: 74 .. _RefImage_Object_14.svg: * The damage is worth: .. image:: images/Object_16.svg :width: 135 :height: 74 .. _RefImage_Object_16.svg: * Finally, constraint :math:`{\sigma }_{\mathit{zz}}` is equal to: .. image:: images/Object_17.svg :width: 135 :height: 74 .. _RefImage_Object_17.svg: **Note:** * * *In a given state, the material parameters used are those defined at the maximum temperature seen by the material and not at the current temperature.* * *The assessment of damage* :math:`D` *involves the concept of maximum reached during the history of the load; the solution is therefore not completely analytical but involves discretization. In the case where there is no thermal influence, simply take* :math:`\stackrel{~}{\mathrm{\epsilon }}` *equivalent to the maximum equivalent deformation reached. When the thermal aspect is taken into account, heating can contribute to "reducing" or "delaying" damage at a given deformation; this is the case with the evolution of* :math:`{B}_{c}` *retained. In this case, it is in fact necessary to discretize the load quite finely to have the right damage value* :math:`D` *(which in fact has a maximum in our case) .*