enfr

X-shaped plate: computation with dynamic substructuring

In this example, we analyze the result of a computation with dynamic substructuring for a thin plate which leans on its edges.

Modelizations

Name of the use test perf006
Code version 12
Type of analysis Modal analysis
Material behaviour Elastic
Geometric behaviour Small displacements
Dominant type of mesh Triangles

Results

Modelizations A B
Type of mesh Linear Linear
Number of dof 134 010 275 928
Number of elements 43 646 90 492
Memory used (Mo) 783 2 096
Total time (s) 54.50 175.08
Method SORENSEN SORENSEN

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