C modeling
==============


Characteristics of modeling
------------------------

The structure is entirely modelled by Timoshenko beam elements (POU_D_T). It is supported at both ends.

DYNA_NON_LINE calculate the dynamic response for 3 s, due to a nodal force with a value equal to 100 N on the 3D mesh node located at X = 0.02 m.


Characteristics of the mesh
----------------------------


.. csv-table::

    "Number of stitches POU_D_T ", "25"


**Table** 5.2-1


Tested sizes and results
------------------------------

The tables below give the numerical values tested in this test case. These are the minimum and maximum movements in Z of a 3D mesh node located at X = 0.04 m.


.. csv-table::

    "**Identification**", "**Maximum instants**", "**Reference type**", "**Reference value**", "**Tolerance**"
    "Minimal Z displacement", "2.2115 s", "'NON_REGRESSION'", "-0.00033055"," 7.00%"
    "Maximum Z displacement", "2.7065 s", "'NON_REGRESSION'", "''", "+0.00033065"," 7.00%"


**Table** 5.3-1 **: Summary of tested results**