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Determination of Eigenfrequencies and Eigenmodes

Definition (calculation) eigenfrequencies and eigenmodes (modal analysis) can be both an independent task of finite element analysis, and a necessary condition for performing dynamic time analysis using the decomposition of the desired solution by modes of natural oscillations, i.e. by the superposition method. Explanations of concepts natural frequency and the corresponding eigenmodes are given in the subsection Introduction based on the eigenvalues.

Calculation of eigenfrequencies and eigenmodes is started from the Command Panel (it is assumed that the user has already built a finite element the model of the analyzed object, including the set of boundary conditions).

Solver settings for static strength calculation are made from the Command Panel by selecting (Mode - Calculation Settings, Calculation Settings - Mode Frequency Analysis, ModeFrequency - General).

eigen_value_general_settings.png

Fig. 1 - Command panel, general settings for mode frequency analysis

Solver settings for static strength calculation are made from the Command Panel by selecting (Mode - Calculation Settings, Calculation Settings - Mode Frequency Analysis, ModeFrequency - Output Fields) and perform the necessary solver settings.

eigen_value_output_settings.png

Fig. 2 - Command Panel, output field settings for modal analysis

The necessary information on this setting is given in the subsection Setting output fields of natural frequencies and forms.

Click Apply.

Click Start Calculation.

In a pop-up window select a folder to save the result and enter the file name.

In the case of a successful calculation, the console displays the message: Calculation finished successfully at "date" "time".

To display the calculation results, you can use icon calculation_results_button.png (Open the results of the last calculation). Clicking on this icon starts the Fidesys postprocessor: Fidesys Viewer. A description of the operation of this program is given in a separate manual.

You can see examples of this calculation here: