B modeling
==============

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

The models POU_D_E, POU_D_T, POU_D_TG, POU_D_EM and POU_D_TGM are assigned to the mesh in turn.


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

The mesh consists of 10 SEG2 meshes.


.. image:: images/100000000000023800000069BF11B21E2C6D89D8.png
    :width: 4.0681in
    :height: 0.6453in


.. _RefImage_100000000000023800000069BF11B21E2C6D89D8.png:

The correspondence between the local coordinate system and the global coordinate system is specified:

.. csv-table::

    "Local frame", "Global frame of reference"
    "x", "Z"
    "y", "Y"
    "z", "-X"



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

The values tested are the same regardless of the beam modeling.


Distributed torsional moment
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

The load applied in this case obtained by AFFE_CHAR_MECA_F/FORCE_POUTRE /MZ or MT.

.. csv-table::

    "Node", "Field", "Component", "**Reference Value**", "**Tolerance (%)**"
    "A", "REAC_NODA "," DRZ "," ", "-1500.0", "0.1"



Bending moment distributed along Y
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

The load applied in this case obtained by AFFE_CHAR_MECA_F/FORCE_POUTRE /MY or MFY.

It is specified that the node :math:`B` is supported according to :math:`X`.

.. csv-table::

    "Node", "Field", "Component", "**Reference Value**", "**Tolerance (%)**"
    "A", "REAC_NODA ", "DX", "1625.0", "0.1"
    "A", "REAC_NODA "," DRY ", "125.0", "0.1"
    "B", "REAC_NODA ", "DX", "-1625.0", "0.1"



Bending moment distributed according to X
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

The load applied in this case obtained by AFFE_CHAR_MECA_F/FORCE_POUTRE /MX or MFZ.

It is specified that the node :math:`B` is supported according to :math:`Y`.

.. csv-table::

    "Node", "Field", "Component", "**Reference Value**", "**Tolerance (%)**"
    "A", "REAC_NODA ", "DY", "1625.0", "0.1"
    "A", "REAC_NODA "," DRX ", "-125.0", "0.1"
    "B", "REAC_NODA ", "DY", "-1625.0", "0.1"