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Help Required for Free-Free Modal Run

P2FModder

New member
Mar 23, 2023
4
Hello everyone,

I have ran into an issue which I have not experienced before while performing a free-free check. I am wondering if this is an indication of a deeper problem or is it something that I should not worry about.

The project is a modification of an OEM aircraft. So, we were able to obtain the FE model (aft fuselage only) from the OEM but we do not have any verification/validation documentation for the model. The modelling is quite standard (Bar elements for frames, rods for stringers, shell elements for skin, bars for crossbeams, seat rails and struts, shear panels for floor panels). As part of the modification, we replaced the crossbeams, seat rails and struts. For the FE model, we amended the crossbeams, seat rails and struts accordingly. In general, the replaced structures are stiffer than the OEM structures. Both models do not have any RBE elements. Not sure if this is an important information, but the OEM model came with rotational SPC at every frame node. We have kept these unchanged in the modified model and retained them in free-free runs. The models would not converge without the rotational SPCs. I have removed all other SPCs that would constrain the model.

I have ran the free-free modal analysis on both OEM and modified FE models. For the OEM model, I obtained 18 low eigen values (cycles < 0.0001Hz) before the jump in eigen value occurred. In the modified model, I obtained 22 low eigen values (First 21 were < 0.0001Hz, #22 was ~0.08) before the jump in eigen value occurred.

My issues are as follows:
1) For structures which are properly connected to each other, we would usually expect 6 rigid body modes, 1 Rigid body motion in each DOF. What could possibly explain the higher number of low eigen values? I am seeing coupled DOFs as well as repeated DOFs.
2) In the OEM model, I am able to identify the displacement/rotational in the 6 DOFs within the 18 low eigen value (some DOFs were coupled in an eigen value). I would think this is okay for a structure as complex as the fuselage (please correct me if I am wrong). However, for the modified model, I was not able to spot 1 DOF within the first 22 low eigen values. I am only able to identify that missing DOF in an eigen value > 1Hz. Is this an issue that I should be concerned of?

Please let me know if you need any further information. I will try to provide as much information as possible without violating confidentiality. Thank you for your help in advance.
 
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have you plotted the mode shapes for each eigenvalue?
are there bars/rods that are not constrained in rotation about their axis? eg, spinning?
 
I'm a bit surprised you were given a defective FEA model in the first place. Have you discussed this with the OEM? If you've just changed element properties you should have the same number of 0 Hz modes, with the same elements misbehaving in all probability.
 
When effecting your modification on the OEMs FE mesh, did you actually change the topology (add delete elements)? Or did you only change element properties?
Was the OEMs model an internal loads model? Was it intended for a modal solution?
 
Thank you all for the replies. I will respond to each reply:

@GregLocock, I am afraid we no longer have OEM support for this project. This validation was/should have been done some time back by some one else when we would have had OEM support. I have just been asked to step in and help out a new engineer who was assigned to this. I am also finding new information as I continue to investigate the model. So, there are also additional changes made to the model, primarily to the floor grid. The OEM model came with 6 rails. Our project added two more seat rails. So, the shear panel and crossbeam elements were split accordingly to allow the attachment of these extra seat rails. We also had to accommodate additional RBE2s to attach masses. So at these locations, the crossbeam and floor panel elements are also split accordingly. But, I have removed these RBE2s while performing the free-free run.

@Ng2020 , I believe I answered half of your question above. Yes, the model was intended as an internal loads model. Unfortunately, I am not sure if the OEM intended for the same model to be used for modal solution.

@SWComposites I plotted eigenvectors, rotational for both OEM and modified models. When i plot resultant magnitude, I do see a few nodes flying out of the fuselage grid. There are more nodes flying nodes in the OEM model than the modified models. When I plot X, Y and Z separately, I do not see the X quantity to be the dominant deformation. It is either Y and Z direction that is the dominant rotational deformation. With that being said, I am not sure if this is what you are asking me to check. Please let me know if you are looking for something else.
 
Maybe the shear panels are giving you some zero eigenfrequencies depending on how they are connected, and uncouple different parts of the structure...
But it's difficult to say not to worry about it without info in the mode shapes.
This would be my first steps to troubleshoot the issue:
1. Identify the mode shapes of the OEM model for the 0 Hz frequencies
2. Check if they make sense of if there is something that should not behave like it, I doubt the OEM gave you a model that is wrong but you never know...
3. Identify the mode shapes in your modified model for the 0 Hz frequencies
4. Relate the mode shapes between them, and check which are the new mode shapes for 0 freq.
5. Then you can identify the issue
6. If it is not a vibration model of course, you could judge if this mode shapes or disconnection would affect the results for your forces, but this is a bit of a tricky one and probably needs more investigation to get into a good conclusion


I hope it helps you a bit
 
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