Modeling A ============== Characteristics of modeling ----------------------------------- 3D modeling — ENDO_ISOT_BETON as a law of damage .. image:: images/Object_9.svg :width: 480 :height: 360 .. _RefImage_Object_9.svg: Characteristics of the mesh ---------------------------- .. csv-table:: "Number of nodes:", "209" "Number of meshes:", "10 of type HEXA20" "", "42 of type QUAD8" The following mechanical boundary conditions are imposed: .. csv-table:: ":math:`\mathit{FIXE}` "," :math:`\mathit{DZ}\mathrm{=}0`" ":math:`\mathit{FIXE1}` "," :math:`\mathit{DZ}\mathrm{=}0`" ":math:`\mathit{ABFE}` "," :math:`\mathit{DY}\mathrm{=}0`" ":math:`\mathit{CDHG}` "," :math:`\mathit{DY}\mathrm{=}0`" ":math:`\mathit{DAEH}` "," :math:`\mathit{DX}\mathrm{=}0`" ":math:`\mathit{BCGF}` "," :math:`\mathit{DX}\mathrm{=}0`" To simulate wetting, the load consists of the application of capillary pressure on the face :math:`\mathit{FIXE1}` with a value :math:`\mathit{PRE1}\mathrm{=}37.1\mathit{MPa}` which decreases over time. Tested sizes and results ------------------------------ The component .. image:: images/Object_10.svg :width: 480 :height: 360 .. _RefImage_Object_10.svg: of the stress, the capillarity value :math:`\mathit{PRE1}`, the gas pressure :math:`\mathit{PRE2}`, and the damage variable :math:`D` are tested at the times 0.5 and 1. at the group of nodes :math:`E`. The values tested are values at the nodes, which is why they greatly exceed :math:`6\mathit{MPa}`, the elastic limit of concrete, at the first moment of calculation. +-------------------------------------------------------------------------------------------------+------------------+-----------+-------------+ |**Identification** |**Reference type**|**Value** |**Tolerance**| +-------------------------------------------------------------------------------------------------+------------------+-----------+-------------+ | |'NON_REGRESSION' |5.77301E+6 |0.10% | + .. image:: images/Object_80.svg + + + + | :width: 480 | | | | + :height: 360 + + + + | | | | | + at time 0.5 + + + + | | | | | +-------------------------------------------------------------------------------------------------+------------------+-----------+-------------+ | |'NON_REGRESSION' |5.59655E+6 |0.10% | + .. image:: images/Object_81.svg + + + + | :width: 480 | | | | + :height: 360 + + + + | | | | | + at moment 1. + + + + | | | | | +-------------------------------------------------------------------------------------------------+------------------+-----------+-------------+ |:math:`\mathit{PRE1}` at time 0.5 |'NON_REGRESSION' |3.714495E+7|0.10% | +-------------------------------------------------------------------------------------------------+------------------+-----------+-------------+ |:math:`\mathit{PRE1}` at moment 1. |'NON_REGRESSION' |3.714495E+7|0.10% | +-------------------------------------------------------------------------------------------------+------------------+-----------+-------------+ |:math:`\mathrm{PRE2}` at time 0.5 |'NON_REGRESSION' |5.94425E+4 |0.10% | +-------------------------------------------------------------------------------------------------+------------------+-----------+-------------+ |:math:`\mathrm{PRE2}` at moment 1. |'NON_REGRESSION' |6.2749E+4 |0.10% | +-------------------------------------------------------------------------------------------------+------------------+-----------+-------------+ |:math:`D` at time 0.5 |'NON_REGRESSION' |7.78955E-4 |0.10% | +-------------------------------------------------------------------------------------------------+------------------+-----------+-------------+ |:math:`D` at moment 1. |'NON_REGRESSION' |7.78955E-4 |0.10% | +-------------------------------------------------------------------------------------------------+------------------+-----------+-------------+ We test the extraction of an internal variable: .. csv-table:: "**Identification**", "**Reference Type**", "**Value**", "**Tolerance**" ":math:`\mathrm{X1}` to knot :math:`{N}_{90}` of stitch :math:`{M}_{10}` at order number 1", "'NON_REGRESSION'", "3.89478E-4"," 0.001%"