Reference problem ===================== Geometry --------- The stresses and deformations are homogeneous in the volume element. This can be represented by a plane or a solid element, for example: .. image:: images/1000058200000FB600000CD1EFC9375AA8655098.svg :width: 202 :height: 165 .. _RefImage_1000058200000FB600000CD1EFC9375AA8655098.svg: Material properties ----------------------- Law of elastoplastic behavior with linear kinematic work hardening. .. image:: images/1000000000000120000000C1F5BD7A98ED2AF70B.png :width: 183 :height: 116 .. _RefImage_1000000000000120000000C1F5BD7A98ED2AF70B.png: :math:`\begin{array}{c}E\mathrm{=}195000\mathit{MPa}\\ \nu \mathrm{=}0.3\\ {\sigma }^{Y}\mathrm{=}181\mathit{MPa}\\ {E}_{T}\mathrm{=}1930\mathit{MPa}\end{array}` Boundary conditions and loads ------------------------------------- The volume element is locked along :math:`\mathrm{Ox}` along the :math:`[\mathrm{2,4}]` side while being subjected to a pull :math:`{\sigma }^{D}` and a shear force :math:`{\tau }^{D}`. .. image:: images/10000C960000110E00000B93C8C5FAB7DA58B9F8.svg :width: 202 :height: 165 .. _RefImage_10000C960000110E00000B93C8C5FAB7DA58B9F8.svg: The loading path is as follows: +---------+----------------------+-----------------------------------------------------------------------------------------------------------------------------------------------------------+ | |:math:`{\sigma }^{D}` |:math:`{\tau }^{D}` | + + + + | | | | + + + .. image:: images/1000000000000125000000B7625D352B37DA2858.png + | | | :width: 183 | + + + :height: 116 + | | | | + + + + | | | | + + + + | | | | +---------+----------------------+-----------------------------------------------------------------------------------------------------------------------------------------------------------+ | |(:math:`\mathit{MPa}`)|(:math:`\mathit{MPa}`) | +---------+----------------------+-----------------------------------------------------------------------------------------------------------------------------------------------------------+ |:math:`A`|151.2 |93.1 | +---------+----------------------+-----------------------------------------------------------------------------------------------------------------------------------------------------------+ |:math:`B`|257.3 |33.1 | +---------+----------------------+-----------------------------------------------------------------------------------------------------------------------------------------------------------+ |:math:`C`|259.3 |0 | +---------+----------------------+-----------------------------------------------------------------------------------------------------------------------------------------------------------+