Summary of results
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The results show that under the same hypotheses, modeling CABLE_GAINE gives the same results as modeling BARRE, whether in the adherent case with curved friction or in the rubbing case. In the latter case, we note that the tension procedure put in place gives the same profiles as those calculated by the formulas in BPEL, including taking into account an anchor setback. We also find the same results between the two models with kinematics PETIT_REAC.

In addition, modeling CABLE_GAINE in version GLISSANT is validated by an analytical test on tension and reactions in concrete and cable.

The new tension procedure is operational with concrete modelled in 3D or in shells (modeling DKT or Q4GG).