4. D modeling#
4.1. Characteristics of modeling#
3D modeling
Height: \(h=1.00m\) Width: \(l=1.00m\) Thickness: \(e=1.00m\)
The following meshes are defined:
\(\text{S\_ARR}\) \(\mathrm{NO3}\mathrm{NO7}\mathrm{NO8}\mathrm{NO4}\)
\(\text{S\_AVT}\) \(\mathrm{NO1}\mathrm{NO2}\mathrm{NO6}\mathrm{NO5}\)
\(\text{S\_DRT}\) \(\mathrm{NO1}\mathrm{NO5}\mathrm{NO8}\mathrm{NO4}\)
\(\text{S\_GCH}\) \(\mathrm{NO3}\mathrm{NO2}\mathrm{NO6}\mathrm{NO7}\)
\(\text{S\_INF}\) \(\mathrm{NO1}\mathrm{NO2}\mathrm{NO3}\mathrm{NO4}\)
\(\text{S\_SUP}\) \(\mathrm{NO5}\mathrm{NO6}\mathrm{NO7}\mathrm{NO8}\)
The travel limit conditions imposed are:
On the side \(\text{S\_INF}\): \(\mathrm{DZ}=0\)
On the side \(\text{S\_ARR}\): \(\mathrm{DY}=0\)
On the side \(\text{S\_GCH}\): \(\mathrm{DX}=0\)
The load consists of the same drying field and the same FORCE_FACE applied to \(\text{S\_SUP}\). A constant temperature of \(T=20°C\) and a constant humidity of \(h=1\) are uniformly imposed on the structure.
We charge in compression from \(0\) to \(20\mathrm{MPa}\) in \(10s\). and we maintain the load for 1 year.
4.2. Characteristics of the mesh#
Number of knots: |
21 |
Number of meshes and types |
1 HEXA86 QUAD4 |
Table 4.2-1
4.3. Tested sizes and results#
We test the values of \({\varepsilon }_{\mathrm{xx}}^{\mathrm{fl}}\) and \({\varepsilon }_{\mathrm{zz}}^{\mathrm{fl}}\) at node \(\mathrm{NO6}\), for the times 45, 245, and 365 days.
Variables |
Day |
Order number |
Reference |
\({\varepsilon }_{\mathrm{xx}}^{\mathrm{fl}}\) |
45 |
10 |
2.82160e-4 |
\({\varepsilon }_{\mathrm{zz}}^{\mathrm{fl}}\) |
45 |
10 |
-1.41079e-03 |
\({\varepsilon }_{\mathrm{xx}}^{\mathrm{fl}}\) |
245 |
50 |
3.8520e-04 |
\({\varepsilon }_{\mathrm{zz}}^{\mathrm{fl}}\) |
245 |
50 |
-1.92587e-03 |
\({\varepsilon }_{\mathrm{xx}}^{\mathrm{fl}}\) |
365 |
74 |
3.8692e-04 |
\({\varepsilon }_{\mathrm{zz}}^{\mathrm{fl}}\) |
365 |
74 |
-1.934608e-03 |
Table 4.3-1