Modeling A
==============

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

Modeling: 10 multi-fiber beam elements for the C.I.G, 60 bar elements


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


* Beam mesh: 70 SEG2 meshes


* Section mesh: 108 knots; 72 QUAD4


.. image:: images/10000200000001820000017352C6B65F14C34DC0.png
    :width: 1.611in
    :height: 1.5827in


.. _RefImage_10000200000001820000017352C6B65F14C34DC0.png:


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

Vertical displacement :math:`\mathit{Dz}`, at point :math:`\mathit{PC02}`


+-----------+---------+------------------+--+------------------+----------------------------------+---------------------+
|**Moment** |**Point**|**Identification**   |**Reference Type**|**Reference**                     |**Tolerance**        |
+-----------+---------+------------------+--+------------------+----------------------------------+---------------------+
|:math:`0.1`|PC02     |DEPL              |DZ|NON - REGRESSION  |:math:`\mathrm{-}4.0E\mathrm{-}04`|:math:`0.10\text{\%}`|
+-----------+---------+------------------+--+------------------+----------------------------------+---------------------+
|:math:`1.0`|PC02     |DEPL              |DZ|NON - REGRESSION  |:math:`\mathrm{-}4.0E\mathrm{-}03`|:math:`0.10\text{\%}`|
+-----------+---------+------------------+--+------------------+----------------------------------+---------------------+
|:math:`2.6`|PC02     |DEPL              |DZ|NON - REGRESSION  |:math:`\mathrm{-}4.0E\mathrm{-}04`|:math:`0.10\text{\%}`|
+-----------+---------+------------------+--+------------------+----------------------------------+---------------------+
|:math:`4.0`|PC02     |DEPL              |DZ|NON - REGRESSION  |:math:`2.0E\mathrm{-}03`          |:math:`0.10\text{\%}`|
+-----------+---------+------------------+--+------------------+----------------------------------+---------------------+

Normal force :math:`N`, at point :math:`\mathit{PC02}`, in the vertical bar.


+-----------+--------+--------+------------------+-+------------------+--------------+---------------------+
|**Moment** |**Mesh**|**Knot**|**Identification**  |**Reference Type**|**Reference** |**Tolerance**        |
+-----------+--------+--------+------------------+-+------------------+--------------+---------------------+
|:math:`0.1`|MV01F010|PC02    |EFGE_ELNO         |N|NON - REGRESSION  |:math:`–2000` |:math:`0.10\text{\%}`|
+-----------+--------+--------+------------------+-+------------------+--------------+---------------------+
|:math:`1.0`|MV01F010|PC02    |EFGE_ELNO         |N|NON - REGRESSION  |:math:`–12000`|:math:`0.10\text{\%}`|
+-----------+--------+--------+------------------+-+------------------+--------------+---------------------+
|:math:`2.6`|MV01F010|PC02    |EFGE_ELNO         |N|NON - REGRESSION  |:math:`5200`  |:math:`0.10\text{\%}`|
+-----------+--------+--------+------------------+-+------------------+--------------+---------------------+
|:math:`4.0`|MV01F010|PC02    |EFGE_ELNO         |N|NON - REGRESSION  |:math:`7600`  |:math:`0.10\text{\%}`|
+-----------+--------+--------+------------------+-+------------------+--------------+---------------------+

Widespread efforts :math:`N,\mathit{MT},\mathit{MFY},\mathit{MFZ}`, at node NP01_006.


+-----------+--------+--------+------------------+---+------------------+-----------------+------------------------+
|**Moment** |**Mesh**|**Knot**|**Identification**    |**Reference Type**|**Reference**    |**Tolerance**           |
+-----------+--------+--------+------------------+---+------------------+-----------------+------------------------+
|:math:`0.1`|MP01_005|NP01_006|EFGE_ELNO         |N  |NON - REGRESSION  |:math:`0.`       |:math:`1.0E\mathrm{-}03`|
+-----------+--------+--------+------------------+---+------------------+-----------------+------------------------+
|:math:`1.0`|MP01_005|NP01_006|EFGE_ELNO         |MT |NON - REGRESSION  |:math:`0.`       |:math:`1.0E\mathrm{-}03`|
+-----------+--------+--------+------------------+---+------------------+-----------------+------------------------+
|:math:`2.6`|MP01_005|NP01_006|EFGE_ELNO         |MFY|NON - REGRESSION  |:math:`1087.2296`|:math:`0.10\text{\%}`   |
+-----------+--------+--------+------------------+---+------------------+-----------------+------------------------+
|:math:`4.0`|MP01_005|NP01_006|EFGE_ELNO         |MFZ|NON - REGRESSION  |:math:`0.`       |:math:`1.0E\mathrm{-}03`|
+-----------+--------+--------+------------------+---+------------------+-----------------+------------------------+


+-----------+--------+---------+-------------+------------------+--+------------------+-------------+-----------------------+
|**Moment** |**Mesh**|**Point**|**Sub-point**|**Identification**   |**Reference Type**|**Reference**|**Tolerance**          |
+-----------+--------+---------+-------------+------------------+--+------------------+-------------+-----------------------+
|:math:`0.1`|MP01_005|1        |1            |VARI_ELGA         |V1|NON - REGRESSION  |:math:`0.`   |:math:`1.E\mathrm{-}03`|
+-----------+--------+---------+-------------+------------------+--+------------------+-------------+-----------------------+


notes
---------

The program used to build the mesh as well as the data from this program are associated with the test (files ssnl116a.38 and ssnl116a.39).