.. _V5.06.106:

**v5.06.106** SDNS106 — Transient response of a reinforced concrete slab: models GLRC_DAMAGE and GLRC_DM
======================================================================================================

**Summary:**

This test validates the global models GLRC_DAMAGE [:ref:`R7.01.31 <R7.01.31>`] and GLRC_DM [:ref:`R7.01.32 <R7.01.32>`] applied to explicit dynamics (DYNA_NON_LINE (SCHEMA_TEMPS = DIFF_CENT)). It is a trapezoidal reinforced concrete plate, supported on two opposite sides and subjected to bending by pressure.


.. 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
    Synth_se_des_r_sultats