.. _V6.02.101:

**v6.02.101** SSNL101 - Nonlinear behavior of a line arming element
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**Summary:**

In this test, we consider 1 discrete element with 2 knots subjected to a transverse force in nonlinear static analysis.

The element has a behavior governed by a non-linear relationship expressed in unidirectional effort and displacement in the transverse and local direction :math:`y`.

The advantage of the test is to comprehensively simulate the possible loading paths, under load and discharge, in each of the areas of the behavioral relationship: elastic, plastic and ultimate.

The reduced dimension of the problem to an unknown (the transverse displacement of the end) makes it possible to have as a solution the result of an algebraic expression exactly found by *Aster*.


.. 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