5. C modeling#

5.1. Characteristics of modeling#

_images/10001E70000069D500002D10A1C295348BA567FD.svg

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.