E modeling
==============

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

This modeling is identical to modeling A except that the beam elements are of type POU_D_TGM.


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

This modeling is only intended to validate options EPSI_ELGA (total deformation) and EPSP_ELGA (plastic deformation) for the POU_D_TGM elements.

To do this, we take advantage of the fact that the equivalent plastic deformation is the first internal variable of law VMIS_ISOT_TRAC, so this provides a reference value for field EPSP_ELGA. A reference value for the total deformation is also obtained, from the value of the stress, that of the Young's modulus and that of the plastic deformation.


.. _DdeLink__2391_1263770467:


.. csv-table::

    "**Arrow (m)**", "**Height**", "**Location**", "**Reference Value**", "**Reference Type**", "**Tolerance**"
    "2.68E-02"," VARI /V1 ", "Size:M9, stitch: 2
    subpoint:43", "-", "NON_REGRESSION ", "-"
    "2.68E-02"," SIXX ", "Size:M9, stitch: 2
    subpoint:43", "-", "NON_REGRESSION ", "-"
    "2.68E-02"," EPSP/EPXX ", "Size:M9, stitch: 2
    subpoint:43", "0.00603834325985", "0.00603834325985"," AUTRE_ASTER ", "3.0E-04"
    "2.68E-02"," EPSI/EPXX ", "Size:M9, stitch: 2
    subpoint:43", "0.008139023241"," AUTRE_ASTER ", "3.0E-04"