Top Four Mistakes Made Interpreting Analysis Results
Top Four Mistakes Made Interpreting Analysis Results
By CAPINCThe most important part of an analysis is the interpretation of results, also called post-processing. Too much focus is often put on problem setup and solution – load magnitudes and directions, mesh particulars, solver choices, material properties – but all that effort is totally worthless if you misinterpret the results! Here are the most common mistakes, still made by the best of us.
The Singularity
The best defense is to always run your study a second time, with a different mesh size, and ensure your results are similar. This technique is called “mesh-independent results”, and is the single best way to get confidence in your answers.
Displacement Scale
You might think your parts interfere when they don’t. Or the other way around.Color Me Bad
Yes, the default Von Mises Stress will reliably give you red colors at highest stress values, since it always represents a scalar value greater than zero. However other stress types, most notably Normal Stresses and Principal Stresses may have their most significant value in a compressive direction, a negative number that will be blue by default. Similarly, the regions of zero stress might end up in the yellow-green portion of the spectrum.
Imaginary High Stress Values
I already talked about singularities. This one is about numerical values that accurate, but are wrong because they are too large for real life. I’m referring to stresses above yield. Designers in a hurry may glance at where the stress concentrations appear and forget to double-check the stress values. If you have any values that exceed the yield stress of your material, then your study violates your assumptions of linear static equilibrium. You need to perform a nonlinear plasticity study, or at least view your results with a very high degree of skepticism. All you really know is that your part probably yields; you don’t actually know where or how, because the FEA is simply finding force over area that balances equilibrium. It doesn’t matter to the solver if that equals 1,000,000 psi and your aluminum can only take 50,000 psi.Share this Technical Insight