.. _V6.03.164:

**v6.03.164** SSNP164 — 2D and 3D joints for law JOINT_MECA_ENDO
==================================================================

**Summary:**

The purpose of this test is to validate hydro-mechanical joint elements for the law of behavior of dams JOINT_MECA_ENDO.

We test both the pure mechanical models PLAN_JOINT in :math:`\mathrm{2D}` (mesh QUAD4, QUAD8) and 3D_ JOINT in :math:`\mathrm{3D}` (mesh HEXA8, HEXA20 or PENTA6, PENTA15) in the presence of imposed pressure. Then, for the same quadratic elements, the coupled hydro-mechanical models PLAN_JOINT_HYME and C3D_ JOINT_HYME are also tested, with the underpressure profile obtained in the calculation.

The elements on which these models are based are the standard cohesive joint elements.

Modeling :math:`A`: PLAN_JOINT mesh QUAD4avec JOINT_MECA_RUPT pull test

Modeling :math:`B`: PLAN_JOINT mesh QUAD4 with JOINT_MECA_RUPT shear test

Modeling :math:`C`:

Modeling :math:`D`:

Modeling :math:`E`:

Modeling :math:`F`:


.. 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
    Mod_lisation_E
    Mod_lisation_F
    Synth_se_des_r_sultats
    ANNEXE___Script_Python_pour_la_solution_analytique