Verification
============

This model is verified by tests SSNS106A, B, C, C, D, D, E, F (see [:ref:`bib8 <bib8>`]), by comparison with multi-layer modeling exploiting the behavior ENDO_ISOT_BETON and elastic steel sheets. The cases studied are:


.. csv-table::

    "ssns106 a", "2 traction-compression load paths then compression-traction load paths :math:`\mid {\varepsilon }_{\mathrm{xx}}^{\mathrm{max}}\mid =\mathrm{0,0002}`"
    "ssns106 b", "2 loading paths in a row (flexure -+ then flexure +-), double cycle"
    "ssns106 c", "combined loading path with traction cycling twice as fast as in bending"
    "sns106 d", "pure shear cycle"
    "ssns106 e", "combined shear and flexure cycle"
    "ssns106 f and g", "pure tension-compression and shear cycles with the *kit_ddi* GLRC_DM + VMIS_ISOT_LINE"
    "ssns106 h", "traction — pure compression, high loads :math:`\mid {\varepsilon }_{\mathrm{xx}}^{\mathrm{max}}\mid =\mathrm{0,001}`"
    "ssns106 i", "pure alternating flexure, high stresses"
    "ssns106 j", "traction/compression and flexure coupling, high stresses"
    "ssns106 k", "compression — traction with ALPHA_C =100"
    "ssns106 l", "pure shear and in-plane distortion, high stresses"
    "ssns106 m", "coupling flexure and shear in the plane, high stresses"
    "ssns106 n", "anticlastic flexure, high stresses"
    "ssns106 o", "thermal load stresses"
    "ssns106 p", "single pull"
    "ssns106 q", "simple compression"



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