5. C modeling#
5.1. Characteristics of modeling#
We are testing the DKT model with TRIA3 meshes. The same boundary and symmetry conditions are applied as in models A and B.
The successive states of equilibrium are obtained using an arc-length control method.
In this case ETA_PILOTAGE = \(\frac{p}{{p}_{\mathit{max}}}\)
5.2. Characteristics of the mesh#
Number of knots: 121
Number of meshes and type: 200 TRIA3
Since there are fewer points on the TRIA3 mesh type compared to TRIA7 and QUAD9, we refine the mesh (10x10 meshes).
5.3. Tested values#
Identification |
Instants |
Reference |
Aster |
% difference |
|
Limit point no. 1 |
|||||
DZ |
1.03 |
—0.0131 |
—0.01314 |
0.312 |
|
Eta_ PILOTAGE |
1.03 |
0.9916 |
0.9818 |
0.987 |
|
Endpoint No. 2 |
|||||
DZ |
1.78 |
—0.0170 |
—0.0170 |
—0.01704 |
0.208 |
Eta_ PILOTAGE |
1.78 |
0.15 |
0.1072 |
28.55 |
|
Endpoint No. 3 |
|||||
DZ |
2.34 |
—0.0140 |
—0.0140 |
—0.01435 |
2.511 |
Eta_ PILOTAGE |
2.34 |
—0.4000 —0.4916 |
—0.5461 |
11.08 |
|
Endpoint No. 4 |
|||||
DZ |
2.50 |
—0.0161 |
—0.0161 |
—0.01584 |
1.606 |
Eta_ PILOTAGE |
2.50 |
—0.6333 |
—0.6426 |
1.462 |
5.4. notes#
The calculation strategy used is divided into two steps:
calculation under imposed load up to \(P=\mathrm{582.N}\) corresponding to 97% of the critical load,
« imposed displacement » calculation: then, an imposed displacement is imposed using the technique of the arc length imposed on the entire structure (option LONG_ARC in STAT_NON_LINE).
Using the arc-length technique makes it difficult to define the reference value to be entered in the TEST_RESU command, since these values cannot be imposed. To define the reference values, we looked for the values of \(\mathrm{DZ}\) that were as close as possible to those listed in the table in [§2.2] and we reported the values of the control parameter that we had to obtain for the values of \(\mathrm{DZ}\) in question.