3. Modeling A#
3.1. Characteristics of modeling#
3D modeling — ENDO_ISOT_BETON as a law of damage
3.2. Characteristics of the mesh#
Number of nodes: |
209 |
Number of meshes: |
10 of type HEXA20 |
42 of type QUAD8 |
The following mechanical boundary conditions are imposed:
\(\mathit{FIXE}\) |
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\(\mathit{FIXE1}\) |
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\(\mathit{ABFE}\) |
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\(\mathit{CDHG}\) |
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\(\mathit{DAEH}\) |
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\(\mathit{BCGF}\) |
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To simulate wetting, the load consists of the application of capillary pressure on the face \(\mathit{FIXE1}\) with a value \(\mathit{PRE1}\mathrm{=}37.1\mathit{MPa}\) which decreases over time.
3.3. Tested sizes and results#
The component
of the stress, the capillarity value \(\mathit{PRE1}\), the gas pressure \(\mathit{PRE2}\), and the damage variable \(D\) are tested at the times 0.5 and 1. at the group of nodes \(E\). The values tested are values at the nodes, which is why they greatly exceed \(6\mathit{MPa}\), the elastic limit of concrete, at the first moment of calculation.
Identification |
Reference type |
Value |
Tolerance |
at time 0.5 |
“NON_REGRESSION” |
5.77301E+6 |
0.10% |
at moment 1. |
“NON_REGRESSION” |
5.59655E+6 |
0.10% |
\(\mathit{PRE1}\) at time 0.5 |
“NON_REGRESSION” |
3.714495E+7 |
0.10% |
\(\mathit{PRE1}\) at moment 1. |
“NON_REGRESSION” |
3.714495E+7 |
0.10% |
\(\mathrm{PRE2}\) at time 0.5 |
“NON_REGRESSION” |
5.94425E+4 |
0.10% |
\(\mathrm{PRE2}\) at moment 1. |
“NON_REGRESSION” |
6.2749E+4 |
0.10% |
\(D\) at time 0.5 |
“NON_REGRESSION” |
7.78955E-4 |
0.10% |
\(D\) at moment 1. |
“NON_REGRESSION” |
7.78955E-4 |
0.10% |
We test the extraction of an internal variable:
Identification |
Reference Type |
Value |
Tolerance |
\(\mathrm{X1}\) to knot \({N}_{90}\) of stitch \({M}_{10}\) at order number 1 |
“NON_REGRESSION” |
3.89478E-4 |
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