.. _V6.08.105:

**v6.08.105** SSND105 - Law of visco-elasto-plastic behavior with memory effect
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**Summary:**

The problem is a quasistatic non-linear problem in structural mechanics. The laws tested, VMIS_CIN2_MEMO and VISC_CIN2_MEMO, are laws with non-linear kinematic work hardening, isotropic work hardening, and maximum work hardening memory. The response is analyzed at a material point, with pre-work hardening, then with cyclic loading.

Modeling A makes it possible to validate the memory effect with VMIS_CIN2_MEMO in a case where work hardening is purely isotropic, for simple traction. The reference solution for this modeling is analytical.

Modeling B compares the results obtained with memory effect, and without memory effect between laws VISC_CIN2_MEMO and VISCOCHAB, for a cyclic loading with pre-work hardening.

C modeling is similar to B modeling, and makes it possible to validate both models axisymmetrically.

Modeling D is similar to modeling C, and makes it possible to verify that the models that can take into account the effect of non-proportionality in this case give results identical to the previous models.


.. toctree::
    :hidden:

    self

.. toctree::
    :maxdepth: 2
    :numbered:

    Probl_me_de_r_f_rence
    Solution_de_r_f_rence
    Mod_lisation_A
    Mod_lisation_B
    Mod_lisation_C
    Mod_lisation_D
    Synth_se_des_r_sultats