Reference solutions ====================== Modeling A -------------- Loads ~~~~~~~~~~~ Loading is a move imposed on node :math:`\mathrm{PT}3`. :math:`\mathit{Depl}(t)=0.25\ast \mathrm{sin}(2\mathrm{\pi }t)+0.10\ast \mathrm{sin}(2\mathrm{\pi }1.5t)+0.10\ast \mathrm{sin}(2\mathrm{\pi }3t)` Node :math:`\mathrm{PT}2` is stuck. Benchmark results ~~~~~~~~~~~~~~~~~~~~~~~~ The displacement is imposed by the load. The verification is done by comparing the discrete response with respect to the curves given in the material parameters. Uncertainty about the solution ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ .. _DdeLink__1142_1964510017: Graphical comparison between the response and the material data. B modeling -------------- Loads ~~~~~~~~~~~ The load is a displacement imposed on node :math:`\mathrm{PT}1`, it is the same as that of modeling :math:`A`. Node :math:`\mathrm{PT}2` is stuck. Benchmark results ~~~~~~~~~~~~~~~~~~~~~~~~ The displacement is imposed by the load. The verification is done by comparing the discrete response with respect to the curves given in the material parameters. Uncertainty about the solution ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ Graphical comparison between the response and the material data. C modeling -------------- Loads ~~~~~~~~~~~ The load is a displacement imposed on node :math:`\mathrm{PT}1`, it is the same as that of the :math:`A` and :math:`B` models. Node :math:`\mathrm{PT}2` is stuck. Benchmark results ~~~~~~~~~~~~~~~~~~~~~~~~ The displacement is imposed by the load. The verification is done by comparing the discrete response with respect to the curves given in the material parameters. Uncertainty about the solution ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ Graphical comparison between the response and the material data. D modeling -------------- Loads ~~~~~~~~~~~ The load is a displacement imposed on node :math:`\mathrm{PT}1`, it is the same as that of modeling :math:`A`, :math:`B` and :math:`C`. Node :math:`\mathrm{PT}2` is stuck. The only difference is in the definition of the material where **CRIT_AMOR** ****=** 'EXCLUS'. Benchmark results ~~~~~~~~~~~~~~~~~~~~~~~~ The displacement is imposed by the load. The verification is done by comparing the discrete response with respect to the curves given in the material parameters. Uncertainty about the solution ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ Graphical comparison between the response and the material data.