3. Modeling A#

3.1. Characteristics of modeling#

For each of the two substructures: 600 QUAD4 meshes.

3.2. Sizes tested on the complete structure#

We test the natural frequencies:

We also test the modal deformations of the third and fourth modes (identified by the indices \((\mathrm{1,2})\) and \((\mathrm{3,1})\) respectively), by recovering the component \(\mathit{DZ}\) of the deformation along three lines: the two median axes and the diagonal of the plate. Each line is discretized by 10 points.

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Figure 3.2-1- Modal deformations along the major median axis.

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Figure 3.2-2- Modal deformations along the minor median axis.

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Figure 3.2-3- Modal deformations along the diagonal.

The results are very satisfactory.