Vibration Analysis (Natural Frequencies)
Natural frequencies are best extracted from your global FE model of the structure. In Abaqus, this is done using a linear eigenvalue analysis set up in the Step Module.
Setting up the frequency step
- In the Step Module, create a new step
- Select Linear Perturbation > Frequency as the step type
- Set the number of modes you want to extract (start with at least 5–10 to capture the primary modes)
- Request Field Output for displacement (U) so you can visualize mode shapes in the results
Critical: density units
Density is the most common source of error in vibration analysis. Abaqus has no built-in unit system — you must use consistent units throughout.
In English units (lbf, inches):
The density value you look up (e.g., 0.06 lb/in³ for carbon/epoxy) is in pounds-mass per cubic inch. This must be converted to units consistent with lbf and inches, where:
So the correct unit of mass is lbf·s²/in (also called a "slug" in the inch system).
Conversion:
For carbon/epoxy at 0.06 lbm/in³:
Use this converted value in your Abaqus material definition.
Accounting for mass not in your FE model
Your global model may not explicitly include every internal component — brackets, fasteners, mechanisms, etc. However, their mass still affects natural frequencies. For vibration analysis, you must account for this missing mass by adding:
- Point masses at known locations of concentrated mass (bolts, fittings, equipment)
- Distributed mass spread over a region if the mass is more diffuse
In Abaqus, point masses are added via: Special > Inertia > Create > Point Mass/Inertia in the Property or Interaction Module.
Interpreting mode shapes
Thin-walled beam and wing structures typically exhibit global bending and torsion modes:
- Lower modes — dominated by bending (out-of-plane deflection)
- Higher modes — may involve torsion, in-plane bending, or local skin/panel modes
Visualize each mode shape in the Visualization Module to confirm the mode is physically meaningful and not a numerical artifact.
Quick checklist before running
- [ ] Density is in consistent units (see conversion above)
- [ ] All significant mass sources are included (point masses added if needed)
- [ ] No rigid body modes are present (your model is properly constrained)
- [ ] Field output for displacement (U) is requested so mode shapes can be visualized