G modeling
==============

Behavioral law and material parameters
-------------------------------------------

The law of behavior tested is MAZARS_UNIL, it is documented in doc [:ref:`R7.01.08 <R7.01.08>`]. This fragile elastic law makes it possible to account for the softening of concrete and distinguishes between tensile and compressive damage.

Values of the material parameters used:

.. csv-table::

    "Settings", ":math:`T\mathrm{=}0°C` "," :math:`T=500°C`"
    ":math:`E(T)` "," :math:`3.2E+10` "," :math:`1.6E+10`"
    ":math:`\nu (T)` "," :math:`0.20` "," :math:`0.18`"
    ":math:`\alpha (T)` "," :math:`1.2E-05` "," :math:`2.0E-05`"
    ":math:`{\varepsilon }_{0}(T)` "," :math:`1.0E-04` "," :math:`5.0E-05`"
    ":math:`{A}_{C}(T)` "," :math:`1.40` "," :math:`1.00`"
    ":math:`{A}_{T}(T)` "," :math:`1.00` "," :math:`0.80`"
    ":math:`{B}_{C}(T)` "," :math:`565.0` "," :math:`283.0`"
    ":math:`{B}_{T}(T)` "," :math:`10000.0` "," :math:`20000.0`"
    ":math:`k` "," :math:`0.70` "," :math:`0.70`"
    ":math:`\mathit{SIGL}` "," :math:`18.0E+06` "," :math:`13.0E+06`"
    ":math:`\mathit{EPSL}` "," :math:`3.50E-03` "," :math:`3.0E-03`"



Results
---------

.. csv-table::

    "Serial number result", "Name of the tested parameter", "Reference type", "Tolerance"
    ":math:`i` "," VMIS (MPa)", "AUTRE_ASTER "," 0.10%"
    ":math:`i` "," TRACE (MPa)", "AUTRE_ASTER "," 0.10%"
    ":math:`i` ", "V1"," AUTRE_ASTER "," 0.10%"
    ":math:`i` ", "V2"," AUTRE_ASTER "," 0.10%"