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

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

Same as modeling A

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

Number of knots: 11

Number of meshes and types: 10 SEG2


Loading
-----------

For the pre-deformation components, the functions are as follows:


.. csv-table::

    "EPX "," :math:`\mathrm{1E-3.}\mathit{escalier}(X)\mathrm{.}\mathit{INST}`"
    "KY", ":math:`\mathrm{2E-3.}\mathit{escalier}(Y)\mathrm{.}\mathit{INST}`"
    "KZ", ":math:`\mathrm{3E-3.}\mathit{escalier}(Z)\mathrm{.}\mathit{INST}`"


For each node in the mesh, coordinate :math:`X` is equal to coordinate :math:`Y`, which is itself equal to coordinate :math:`Z`. The staircase function is designed in such a way that its value is:

- :math:`1` on E1 and E2 meshes

- :math:`2` on E4 and E5 meshes

- :math:`3` on E7 and E8 meshes

There is no pre-deformation imposed on the other meshes: E3, E6, E9 and E10.

In the reference calculation, the following pre-deformation values are therefore assigned:


.. csv-table::

    "", "E1, E2", "E4, E5", "E7, E8"
    "EPX ", "1E-3", "2E-3", "3E-3", "3E-3"
    "KY", "2E-3", "4E-3", "6E-3"
    "KZ", "3E-3", "6E-3", "9E-3"


The dependence on time is taken into account by adding a multiplier function to the load.


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

**Modeling** POU_D_E **:**

Baseline calculation:

.. csv-table::

    "**Identification**", "**T** reference type", "**Reference values**", "**Tolerance**"
    "Instant 1, Node B, DX", "'NON_REGRESSION'", "-", "-"
    "Instant 2, Node B, DY", "'NON_REGRESSION'", "-", "-"


Second calculation:

.. csv-table::

    "**Identification**", "**T** reference type", "**Reference values**", "**Tolerance**"
    "Instant 1, Node B, DX", "'AUTRE_ASTER'", "-7.75966054341", "1E-6"
    "Instant 2, Node B, DY", "'AUTRE_ASTER'", "35.3923671581", "1E-6"


**Modeling** POU_D_T **:**

Baseline calculation:

.. csv-table::

    "**Identification**", "**T** reference type", "**Reference values**", "**Tolerance**"
    "Instant 1, Node B, DX", "'NON_REGRESSION'", "-", "-"
    "Instant 2, Node B, DY", "'NON_REGRESSION'", "-", "-"


Second calculation:

.. csv-table::

    "**Identification**", "**T** reference type", "**Reference values**", "**Tolerance**"
    "Instant 1, Node B, DX", "'AUTRE_ASTER'", "-7.75966054341", "1E-6"
    "Instant 2, Node B, DY", "'AUTRE_ASTER'", "35.3923671581", "1E-6"


**Modeling** POU_D_TG **:**

Baseline calculation:

.. csv-table::

    "**Identification**", "**T** reference type", "**Reference values**", "**Tolerance**"
    "Instant 1, Node B, DX", "'NON_REGRESSION'", "-", "-"
    "Instant 2, Node B, DY", "'NON_REGRESSION'", "-", "-"


Second calculation:

.. csv-table::

    "**Identification**", "**T** reference type", "**Reference values**", "**Tolerance**"
    "Instant 1, Node B, DX", "'AUTRE_ASTER'", "-7.75966054343", "1E-6"
    "Instant 2, Node B, DY", "'AUTRE_ASTER'", "35.3923671581", "1E-6"


**Modeling** POU_D_EM **:**

Baseline calculation:

.. csv-table::

    "**Identification**", "**T** reference type", "**Reference values**", "**Tolerance**"
    "Instant 1, Node B, DX", "'NON_REGRESSION'", "-", "-"
    "Instant 2, Node B, DY", "'NON_REGRESSION'", "-", "-"


Second calculation:

.. csv-table::

    "**Identification**", "**T** reference type", "**Reference values**", "**Tolerance**"
    "Instant 1, Node B, DX", "'AUTRE_ASTER'", "-7.75966051002", "1E-6"
    "Instant 2, Node B, DY", "'AUTRE_ASTER'", "35.392366221", "1E-6"


**Modeling** POU_D_TGM **:**

Baseline calculation:

.. csv-table::

    "**Identification**", "**T** reference type", "**Reference values**", "**Tolerance**"
    "Instant 1, Node B, DX", "'NON_REGRESSION'", "-", "-"
    "Instant 2, Node B, DY", "'NON_REGRESSION'", "-", "-"


Second calculation:

.. csv-table::

    "**Identification**", "**T** reference type", "**Reference values**", "**Tolerance**"
    "Instant 1, Node B, DX", "'AUTRE_ASTER'", "-7.75966051062", "1E-6"
    "Instant 2, Node B, DY", "'AUTRE_ASTER'", "35.3923662219", "1E-6"