It is important to consider more than the first natural eigenfrequency as illustrated in the above figure (b) when increasing the natural frequencies using optimization. At least, the next two first natural frequencies should be considered in the optimization. All natural eigenfrequencies requested in the FE model are applied
in the optimization if the During the optimization, the various natural frequencies are automatically weighted by their distance from the lowest natural frequency, that is, when the other natural frequencies approach the first natural frequency during the optimization, the more they will be weighted. Generally, the first natural frequency is always maximized. The design response is defined using the Kreisselmeier-Steinhauser formulation. Any number of natural frequencies in the design response can be specified
using the Formulation of the Optimization ProblemThe optimization task is to maximize the lowest modal eigenfrequencies with a volume constraint of 100%.
In the above figure, you can see the model and the first six modal eigenfrequencies. Result and ConvergenceThe following figure shows the objective function (maximize eigenfrequencies):
The constraint (Mass) is shown in the following figure:
The gradient of three eigenfrequencies over 15 iterations and the mass constraint are illustrated in the above figure. The constraint is fulfilled. In this example, all calculated natural frequencies are considered for the objective function using the Kreisselmeier-Steinhauser formulation, and the definition is as follows:
If one has requested 10 eigenfrequencies in the finite element input model but only the first 5 eigenfrequencies are to be used in the optimization definition, then the design response for 5 eigenfrequencies is defined as follows:
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