Benchmark solution
=====================

The reference solution is obtained with the use of the law of behavior ENDO_ISOT_BETON.


Patterns
-------

The modeling is identical to that of the multilayer model with law BETON_REGLE_PRprésenté previously.


Material properties
------------------------

The properties of concrete are identical to those of law BETON_REGLE_PR

**Concrete (template** **ENDO_ISOT_BETON)**:

Young's module: :math:`{E}_{b}=32308.0\mathit{MPa}`

Poisson's ratio: :math:`{\nu }_{b}\mathrm{=}0.20`

Single pull damage threshold :math:`{\sigma }_{y,\mathit{EIB}}^{t}`: :math:`3.4\mathit{MPa}`

Softening slope: :math:`-0.2{E}_{b}`.

The properties of steel are identical to those used for the model with law BETON_REGLE_PR.

.. _RefNumPara__30712112: