.. _V3.01.108:

**v3.01.108** SSLL108 - 2D discrete elements
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**Summary:**

The problem is almost static linear in structural mechanics.

The response of a bar, modelled by 10 discrete elements, to a loading under tension is analyzed in order to validate the two-dimensional discrete elements.

A single modeling uses both the operators MECA_STATIQUE, and STAT_NON_LINE, to validate the use of these elements (whose behavior remains linear) with other finite elements with any behavior.


.. toctree::
    :hidden:

    self

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

    Probl_me_de_r_f_rence
    Solution_de_r_f_rence
    Mod_lisation_A
    Synth_se_des_r_sultats