.. _V3.03.100:

**v3.03.100** SSLS100 - Recessed circular plate subjected to uniform pressure
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**Summary:**

This problem allows a comparison of the solutions obtained with various plate elements in linear elasticity:


* **Love-Kirchhoff** models (so-called thin plate):


* triangular surface mesh (TRIA3) DKT,


* quadrangular surface mesh (QUAD4) DKQ,


* linear mesh (SEG3) COQUE_AXIS,


* **Mindlin-Reissner** models (so-called thick plate):


* triangular surface mesh (TRIA3) DST,


* quadrangular surface mesh (QUAD4) DSQ,


* linear mesh (SEG3) COQUE_AXIS,


* thick shell models: COQUE_3D (QUAD9 and TRIA7).


* solid shell model: COQUE_SOLIDE

The same reference solution is treated with three forms of loading: pressure, gravity and shell-force. The quantities observed are: displacements (translation/rotation), deformations and generalized efforts.


.. 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_E
    Mod_lisation_F
    Mod_lisation_G
    Mod_lisation_H
    Mod_lisation_I
    Mod_lisation_J
    Mod_lisation_K
    Mod_lisation_L
    Mod_lisation_M
    Mod_lisation_N
    Synth_se_des_r_sultats