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

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


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    :height: 0.9457in


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Section :math:`r=\mathrm{0,02}\text{m}`

Element POUTRE (6 models):

• modeling POU_D_T

• modeling POU_D_E

• modeling POU_D_TG

• modeling POU_D_EM

• modeling POU_D_TGM

• modeling POU_D_T_GD

Embedding in :math:`A`: D :math:`X\mathrm{=}\mathit{DY}\mathrm{=}\mathit{DZ}\mathrm{=}\mathit{DRX}\mathrm{=}\mathit{DRY}\mathrm{=}\mathit{DRZ}\mathrm{=}0`

Loading in :math:`B`:

• :math:`\mathit{FX}\mathrm{=}1000N`

• :math:`\mathit{FY}\mathrm{=}1100N`

• :math:`\mathit{FZ}\mathrm{=}1200N`

• :math:`\mathit{MX}\mathrm{=}1300\mathit{N.m}`

• :math:`\mathit{MY}\mathrm{=}1400\mathit{N.m}`

• :math:`\mathit{MZ}\mathrm{=}1500\mathit{N.m}`


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

A SEG2 element

Section mesh for multi-fiber elements POU_D_EM and POU_D_TGM. The mesh consists of 102 TRIA3 and 64 nodes.


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    :height: 1.4972in


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

Modeling POU_D_T:

.. csv-table::

    "**Identification**", "**Reference**", "**Test**"
    "Normal effort — Field ELGA ", "2.0000E+03"," ANALYTIQUE"
    "Normal effort — Field ELNO ", "2.0000E+03"," ANALYTIQUE"
    "Normal effort — Field NOEU ", "2.0000E+03"," ANALYTIQUE"


Modeling POU_D_E:

.. csv-table::

    "**Identification**", "**Reference**", "**Test**"
    "Normal effort — Field ELGA ", "2.0000E+03"," ANALYTIQUE"
    "Normal effort — Field ELNO ", "2.0000E+03"," ANALYTIQUE"
    "Normal effort — Field NOEU ", "2.0000E+03"," ANALYTIQUE"


Modeling POU_D_TG:

.. csv-table::

    "**Identification**", "**Reference**", "**Test**"
    "Normal effort — Field ELGA ", "2.0000E+03"," ANALYTIQUE"
    "Normal effort — Field ELNO ", "2.0000E+03"," ANALYTIQUE"
    "Normal effort — Field NOEU ", "2.0000E+03"," ANALYTIQUE"


Modeling POU_D_EM:

.. csv-table::

    "**Identification**", "**Reference**", "**Test**"
    "Normal force — Field ELGA ", "-2.220904845E8"," ANALYTIQUE"
    "Normal effort — Field ELNO ", "1.0000E+03"," ANALYTIQUE"
    "Normal effort — Field NOEU ", "1.0000E+003"," ANALYTIQUE"


Modeling POU_D_TGM:

.. csv-table::

    "**Identification**", "**Reference**", "**Test**"
    "Normal force — Field ELGA ", "-2.2990566066E8"," ANALYTIQUE"
    "Normal effort — Field ELNO ", "1.0000E+03"," ANALYTIQUE"
    "Normal effort — Field NOEU ", "1.0000E+003"," ANALYTIQUE"


For all models, tests ensure that the code is not regressed. They relate to the next move :math:`Y` to node :math:`B` as well as to ITER_GLOB for the NUME_ORDRE =1.


notes
---------

• To converge, the load for modeling POU_D_T_GDa was divided by 100.

• This command file is used to validate the AFFE_SP keyword for the CREA_CHAMP command. It is checked that the value assigned to one of the fibers of the multifiber beam is indeed found.