Reference solutions
======================

Modeling A
--------------

Loads
~~~~~~~~~~~

The load is a move imposed on node :math:`\mathrm{PT}1`. Node :math:`\mathrm{PT}2` is stuck.


.. csv-table::

    "Instant", "Movement [m]"
    "0.0", "0.00"
    "1.0", "0.08"
    "2.0", "0.20"
    "3.0", "0.58"
    "3.5", "0.08"
    "5.0", "1.00"
    "8.0", "0.20"
    "10.0", "1.50"



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.