Reference solution
=====================


.. _RefNumPara__26298_14344714:


Calculation method
------------------

This problem does not allow for an exact analytical solution. The reference solution is therefore obtained by fine three-dimensional modeling, detailed in reference :ref:`[1] <RefNumPara__23543_14344714>`.


Reference quantities and results
------------------------

The horizontal displacement of the steel measured at the end of the plate is specified below, for two different loading levels.


.. csv-table::

    "**Size**", "**Component**", "**Instant**", "**Reference Solution**"
    "DEPL — BOUT ", "DY", "5", "-140.367141312E-6"
    "", "", "10", "-318.457920376E-6"



Bibliographical references
----------------------------



.. _RefNumPara__23543_14344714:


.. _Ref2147031541:

1. DAVID M., Multi-scale approach to the mechanical behavior of reinforced concrete structures — Application to the containment structures of nuclear power plants. Doctoral thesis