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





     The modeling is 2D with quadrangular elements.

     The stress tensor imposed on the material is equal to:

# SIXX SIYY SIZZ SIXY

# 1.E+02 2.E+02 0. 5.E+01

It is then easy to calculate the various components of field SIRO_ELEM on facets whose normals are respectively the vectors :math:`(\mathrm{1.,}0.)` and :math:`(\mathrm{0,}1)`:

.. csv-table::

    "Normal :math:`(\mathrm{1.,}0.)`
    SIG_NX 1.E+02
    # SIG_NY 5.E+01
    SIG_NZ 0.
    SIG_N 1.E+02
    # SIG_TX 5.E+01
    # SIG_TY 2.E+02
    SIG_TZ 0.
    # SIG_T1X 5.E+01
    # SIG_T1Y 2.E+02
    SIG_T1Z 0.
    # SIG_T1 2.E+02
    SIG_T2X 0.
    SIG_T2Y 0.
    SIG_T2Z 0.
    SIG_T2 0.
    # SIG_TN5 .E+01", "Normal :math:`(\mathrm{0,}1.)`
    # SIG_NX 5.E+01
    # SIG_NY 2.E+02
    SIG_NZ 0.
    # SIG_N 2.E+02
    # SIG_TX -1.E+02
    # SIG_TY -5.E+01
    SIG_TZ 0.
    # SIG_T1X -1.E+02
    # SIG_T1Y -5.E+01
    SIG_T1Z 0.
    SIG_T1 1.E+02
    SIG_T2X 0.
    SIG_T2Y 0.
    SIG_T2Z 0.
    SIG_T2 0.
    # SIG_TN -5.E+02"