.. _V3.03.137:

**v3.03.137** SSLS137 - Prestressed concrete plate with an eccentric flexural cable
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**Summary:**

The purpose of this test is to validate macro command CALC_PRECONT for shell elements. The reference solution is established based on the theory of beams. The first modeling is done with elements :math:`\mathrm{3D}` and aims to validate the use of beam theory as a reference. Two shell models are then proposed (DKT and Q4GG) as well as two different mesh types (TRIA3, QUAD4) for each model. Finally, modeling F takes up modeling D by replacing the law of elastic behavior of concrete by the law of non-linear behavior GLRC_DAMAGE.


.. toctree::
    :hidden:

    self

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

    Description
    Solution_de_r_f_rence
    Mod_lisation_A
    Mod_lisation_B
    Mod_lisation_C
    Mod_lisation_D
    Mod_lisation_E
    Mod_lisation_F
    Synth_se