Frequency response mode of vibration

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The discussion focuses on analyzing a simply supported beam with a lumped mass using Abaqus, comparing results to an exact equation for frequency response. The equation provided includes parameters for stiffness and natural frequency, with a specific interest in determining results for higher modes, such as mode 2 or 3. It is noted that the exact solution is likely an analytic approximation valid primarily for the first mode. Participants suggest running the analysis to see how well the results align with the first mode, which is expected to show the closest comparison. The exact solution is acknowledged as potentially derived from a Rayleigh approximation, emphasizing its limitations.
roldy
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I'm working on an analysis problem using Abaqus. I would like to compare my results with an exact equation. My problem is modeled as a simply supported beam with a lumped mass at the end. The equation that I'm using for the exact solution is as follows:

k=3EI/L3
ωn=\sqrt{k/(M + 0.23m)}

How do I incorporate the mode number to find what the exact solution is at say mode 2 or 3?
 
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That "exact" solution is probably only an analytic approximation for the first mode. Run the numbers and see which mode it compares with most favorably. I would bet it will be the first mode.
 
The exact solution does compare most favorably with the first mode results from Abaqus.
 
Don't hold your breath on that being an exact solution. It is most likely obtained from a Rayleigh approximation.
 
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