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

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

We use 3D volume modeling for concrete and a GRILLE_MEMBRANE model for reinforcements whose support meshes are quadrangles.


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

The mesh contains:

• 100 hexa20 meshes for concrete

• 1 QUAD8 mesh for the steel frame


notes
---------

• All the behaviors of the materials remain in the elastic domain.

• Travel is evaluated in points :math:`A` and :math:`B` described above.

• Deformations and stresses are evaluated in the concrete mesh adjacent to the inner surface and in the concrete mesh adjacent to the outer surface.


.. csv-table::

    "**Field**", "**Size**", "**Location**", "**Reference**", "**Tolerance**"
    "DEPL ", "DX", "A", "8.92E-04"," 0.10%"
    "EPSI_ELNO "," EPXX ", "Size:M100, stitch: 0", "-6.58E-05"," 0.10%"
    "EPSI_ELNO "," EPYY ", "Size:M100, stitch:0", "8.92E-05"," 0.10%"
    "SIGM_ELNO "," SIXX ", "Size:M100, stitch: 0", "-1.00E+06"," 0.10%"
    "SIGM_ELNO "," SIYY ", "Size:M100, stitch: 0", "1.58E+06"," 0.10%"



.. csv-table::

    "**Field**", "**Size**", "**Location**", "**Reference**", "**Tolerance**"
    "DEPL ", "DX", "B", "6.21E-04"," 0.10%"
    "EPSI_ELNO "," EPXX ", "Mese:M1, stitch: 0", "-7.70E-06"," 0.10%"
    "EPSI_ELNO "," EPYY ", "Mese:M1, stitch: 0", "3.11E-05"," 0.10%"
    "SIGM_ELNO "," SIXX ", "Mese:M1, stitch: 0", "-3.11E+04"," 0.70%"
    "SIGM_ELNO "," SIYY ", "Mesh:M1, stitch:M1, stitch:0", "6.15E+05"," 0.10%"
    "SIGM_ELNO "," SIXX ", "Size:M502, stitch: 0", "6.21E+06"," 0.10%"