.. _V3.03.111:

**v3.03.111** SSLS111 - Single plate eccentricity
======================================================

**Summary:**

This test makes it possible to validate the eccentricity of simple plates (that is to say that it is neither a multilayer nor a homogenized behavior).

The models used are:

 modeling :math:`A` - DST, DSTQ (QUAD4) + MECA_STATIQUE

 modeling :math:`B` - DKT, DKTG (TRIA3) + MECA_STATIQUE



 modeling :math:`D` - Q4G, Q4G (QUAD4) + MECA_STATIQUE

 modeling :math:`E` - Q4G, Q4G (QUAD4) + MECA_STATIQUE

 modeling :math:`F` - DKT, DKTG (QUAD4) + MECA_STATIQUE

 modeling :math:`G` - DST, DSQ (QUAD4) + MECA_STATIQUE

 modeling :math:`H` - DKTG, DKTG (QUAD4) + MECA_STATIQUE

 modeling :math:`I` - Q4G, Q4G (QUAD4) + MECA_STATIQUE

 modeling :math:`J` - DKT, DKT (QUAD4) + STAT_NON_LINE

 modeling :math:`K` - DKTG, DKTG (QUAD4) + STAT_NON_LINE

 modeling :math:`M` - Q4GG, Q4GG (QUAD4) + STAT_NON_LINE

 modeling :math:`N` - DKTG, DKTG (QUAD4) + STAT_NON_LINE — GLRC_DAMAGE

 modeling :math:`O` - DKT. DKT (QUAD4) + STAT_NON_LINE



Models :math:`A` and :math:`B`: we model 2 plates that are eccentric with respect to the mean plane and we compare the results to an analytical solution.

Modeling :math:`D`, :math:`E`, :math:`F`, :math:`G`, :math:`H`,,, :math:`I`, :math:`J`, :math:`K`, :math:`M`, :math:`N`:

A single plate eccentric with respect to the mean plane is modelled and the results are compared to an analytical solution. Between modeling :math:`D` and :math:`E`, we change the fineness of the mesh

Modeling :math:`O`:

A single plate eccentric with respect to the mean plane is modelled in order to validate the calculation of the stress components SIXZ and SIYZ. Two calculations are carried out, the first in monolayer serving as a reference and the second in multi-layer.


.. 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_D
    Mod_lisation_E
    Mod_lisation_F
    Mod_lisation_G
    Mod_lisation_H
    Mod_lisation_I
    Mod_lisation_J
    Mod_lisation_K
    Mod_lisation_M
    Mod_lisation_N
    Mod_lisation_O
    Synth_se_des_r_sultats