.. _V6.03.162:

**v6.03.162** SSNP162 — 2D and 3D joints for laws JOINT_MECA_RUPT and JOINT_MECA_FROT
========================================================================================

**Summary:**

The purpose of this test is to validate hydro-mechanical joint elements for the behavior laws of dams JOINT_MECA_RUPT and JOINT_MECA_FROT.

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) with both laws in the presence of imposed pressure. Then, again for the same quadratic elements, the coupled hydro-mechanical models PLAN_JOINT_HYME and C3D_ JOINT_HYME, 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 QUAD4 with JOINT_MECA_RUPT

Modeling :math:`B`: 3D_ JOINTmaille HEXA8 with JOINT_MECA_RUPT

Modeling :math:`C`: 3D_ JOINTmaille PENTA6 with JOINT_MECA_RUPT

Modeling :math:`D`: PLAN_JOINT mesh QUAD4 with JOINT_MECA_FROT

Modeling :math:`E`: 3D_ JOINTmaille HEXA8 with JOINT_MECA_FROT

Modeling :math:`F`: 3D_ JOINTmaille PENTA6 with JOINT_MECA_FROT

Modeling :math:`G`: PLAN_JOINT_HYME mesh QUAD8 with JOINT_MECA_RUPT

Modeling :math:`H`: 3D_ JOINT_HYME mesh HEXA20 with JOINT_MECA_RUPT

Modeling :math:`I`: 3D_ JOINT_HYME mesh PENTA15 with JOINT_MECA_RUPT

Modeling :math:`J`: PLAN_JOINT_HYME mesh QUAD8 with JOINT_MECA_FROT

Modeling :math:`K`: 3D_ JOINT_HYME mesh HEXA20 with JOINT_MECA_FROT

Modeling :math:`L`: 3D_ JOINT_HYME mesh PENTA15 with JOINT_MECA_FROT

Modeling :math:`M`: PLAN_JOINT mesh QUAD8 with JOINT_MECA_RUPT

Modeling :math:`N`: 3D_ JOINTmaille HEXA20 with JOINT_MECA_RUPT

Modeling :math:`O`: 3D_ JOINTmaille PENTA15 with JOINT_MECA_RUPT

Modeling :math:`P`: PLAN_JOINT mesh QUAD8 with JOINT_MECA_FROT

Modeling :math:`Q`: 3D_ JOINTmaille HEXA20 with JOINT_MECA_FROT

Modeling :math:`R`: 3D_ JOINTmaille PENTA15 with JOINT_MECA_FROT

.. 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
    Mod_lisation_G
    Mod_lisation_H
    Mod_lisation_I
    Mod_lisation_J
    Mod_lisation_K
    Mod_lisation_L
    Mod_lisation_M
    Mod_lisation_N
    Mod_lisation_O
    Mod_lisation_P
    Mod_lisation_R
    Mod_lisation_S

    Synth_se_des_r_sultats