Modal
Analysis Equation
& Example
FIVE ELEMENT ROD |
Y = Mode Vector | Mr = Modal Mass |
r = Mode Number |
zr = Damping Ratio |
R = Max Mode Number |
Y = Response |
w = Frequency | F = Force |
wr = Resonant Frequency |
Below are the steps involved in adding eigen vectors in the frequency domain in order to get to a time response.
First is getting each of the eigen vectors for each active node for each mode.
Figure 1: Frequency response per mode of node 2
of five element beam
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Next is adding the modes together to simulated frequency response function (FRF) for that node.
Figure 2: Frequency response for node 2 of 4 element
beam
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Third is repeating this process for all of the other nodes.
Figure 3: Frequency Response for 4 element beam
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Finally is taking the inverse transform - taking the FRFs back into the time domain.
Figure 4: Time response for 4 element beam
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