Reference problem ===================== The damage :math:`D(t)` is calculated from the data of the stress tensor :math:`\sigma (t)` and the cumulative plastic deformation :math:`p(t)` resulting from a thermomechanical calculation. The damage kinetics is given by: .. csv-table:: ":math:`\dot{D}=\frac{1}{{(1-D)}^{\mathrm{2s}}}{\left[\frac{1}{\mathrm{3ES}}(1+\nu ){\sigma }_{\mathrm{eq}}^{2}+\frac{3}{\mathrm{2ES}}(1-2\nu ){\sigma }_{H}^{2}\right]}^{s}\dot{p}` ", "if :math:`p>{p}_{d}`" ":math:`D=0` ", "otherwise" :math:`{\sigma }_{\mathrm{eq}}` is the equivalent von Mises stress :math:`{\sigma }_{H}` is the hydrostatic stress :math:`{p}_{d}` represents the damage threshold :math:`S` is a material characteristic (:math:`\mathrm{MPa}`) :math:`s` is a material characteristic Material properties -------------------- +-------------------------+-----------------------+-----------+-----------------------+---------------+---------+------+ |:math:`\mathrm{Temp}(°C)`|:math:`E(\mathrm{MPa})`|:math:`\nu`|:math:`S(\mathrm{MPa})`|:math:`{P}_{d}`|:math:`s` | + + + + + +---------+------+ | | | | | |Case 1 |Case 2| +-------------------------+-----------------------+-----------+-----------------------+---------------+---------+------+ | |143006.0E+6 |0.33 |7.0 |1.005E-6 |0.8 |1.003 | +-------------------------+-----------------------+-----------+-----------------------+---------------+---------+------+ | |143006.0E+6 |0.33 |7.0 |1.005E-6 |0.8 |1.003 | +-------------------------+-----------------------+-----------+-----------------------+---------------+---------+------+ | |143006.0E+6 |0.33 |7.0 |1.005E-6 |0.8 |1.003 | +-------------------------+-----------------------+-----------+-----------------------+---------------+---------+------+ Two exponent values .. image:: images/Object_11.svg :width: 12 :height: 14 .. _RefImage_Object_11.svg: are successively used for the validation of developments in CALC_CHAMP. Loading ---------- The loading corresponds to a tensile test at constant temperature and at a fixed deformation rate. It is defined in paragraph [:ref:`§2.2 <§2.2>`].