General characteristics
==========================

Geometry
---------

Console beam of unit length, square section on unit side.


.. image:: images/10000000000001CB000000A5F5115CC3E2BD5D9D.png
    :width: 4.3252in
    :height: 1.5453in


.. _RefImage_10000000000001CB000000A5F5115CC3E2BD5D9D.png:


Material properties
-----------------------

Young's modulus of concrete: :math:`E\mathrm{=}\mathrm{3,7272}{10}^{10}\mathit{Pa}`

Tensile strength of concrete: :math:`{F}_{\mathit{tj}}=4.{10}^{6}\mathit{Pa}`

Compressive strength of concrete: :math:`{F}_{\mathit{cj}}=40.{10}^{6}\mathit{Pa}`


Boundary conditions
----------------------

Embedding in :math:`A`: :math:`\mathit{dx}\mathrm{=}\mathit{dy}\mathrm{=}\mathit{dz}\mathrm{=}0` and :math:`\mathit{drx}\mathrm{=}\mathit{dry}\mathrm{=}\mathit{drz}\mathrm{=}0`.


.. _RefNumPara__1497_2053929135:


Loads
-----------

The axial deformation is increased and decreased by imposing a displacement in :math:`B` in the :math:`x` direction. Two functions are defined, the first stresses the material in tension and then in compression, the second stresses the material in cyclic loading.

.. csv-table::

    "**Instants #1**", "**Deformation #1**", "**Moments #2**", "**Deformation #2**"
    "0", "0.00E+00", "0", "0.00E+00"
    "1", "1.40E-04", "1", "1.40E-04"
    "2", "5.00E-05", "2", "-4.00E-03"
    "3", "1.00E-03", "3", "1.00E-03"
    "4", "-4.00E-03", "4", "-5.00E-03"
    "5", "-2.00E-03", "", ""
    "6", "-5.00E-03", "", ""
    "7", "0.00E+00", "", ""