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

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

The law of behavior tested is' ENDO_ISOT_BETON ', it is documented in doc R7.01.04. This law is used to describe damage to concrete, distinguishing tension from compression, and taking into account the reclosing of cracks.

Values of the parameters used

.. csv-table::

    "Settings", ":math:`T\mathrm{=}0°C` "," :math:`T=500°C`"
    ":math:`E(T)` "," :math:`\mathrm{30000.MPa}` "," :math:`20000.\mathrm{MPa}`"
    ":math:`\nu (T)` "," :math:`0.02` "," :math:`0.02`"
    ":math:`\alpha (T)` "," :math:`1.\mathrm{\times }{10}^{\mathrm{-}5}{K}^{\mathrm{-}1}` "," :math:`2.\mathrm{\times }{10}^{\mathrm{-}5}{K}^{\mathrm{-}1}`"
    "SYT "," :math:`3\mathrm{MPa}` "," :math:`3\mathrm{MPa}`"
    "SYC "," :math:`200\mathrm{MPa}` "," :math:`200\mathrm{MPa}`"
    "D_ SIGM_EPSI "," :math:`-6000\mathrm{MPa}` "," :math:`-6000\mathrm{MPa}`"



Results
---------

.. csv-table::

    "Result at order number :math:`i` ", "Name of the tested parameter", "Name of the tested parameter", "Reference type", "Tolerance"
    "RESU_19 "," VMIS (MPa)", "AUTRE_ASTER ", "1.92E+08"," 0.10%"
    "RESU_19 "," TRACE (MPa)", "AUTRE_ASTER ", "-1.92E+08"," 0.10%"