4. Verification

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

ssns106 a	2 traction-compression load paths then compression-traction load paths \(\mid {\varepsilon }_{\mathrm{xx}}^{\mathrm{max}}\mid =\mathrm{0,0002}\)
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 \(\mid {\varepsilon }_{\mathrm{xx}}^{\mathrm{max}}\mid =\mathrm{0,001}\)
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