Sure, you can make a 17th order polynomial fit with 18 data points, but would it mean anything and/or be useful? The point of doing a curve fit, after all, is that you end up with a function that is easily differentiable or otherwise capable of being interpreted, and more importantly, functions as an accurate model for interpolation between points or (perhaps) extrapolation beyond the data set. A 17th order polynomial, however, is likely to look like the Andes, bouncing up and down.
I’m not doubting CalMeacham’s application of such a high order regression, mind you, since I have no idea what kind of data he was working with and what type of behavior he was modeling, but I just can’t imagine anything in my own experience in which such a system would be valid.
Pointless engineering anecdote: I was once working with a freshly minted engineer, teaching him the ins and outs of a then-popular commercial p-element code, and then sent him on his way to analyze a simple bracket that I’d previously worked on and was in production. Now, this code had an automatic meshing system that was, to be generous, a little wonky, and it would produce meshes that I considered error-prone despite the limits you would put on it; high angles, bad edge ratios, poor skewness and jacobian values, et cetera. The vendor who then owned the code assured users that this wasn’t a problem because it would just ramp up the p-order of the elements and this would “fix” the problem. :rolleyes: Anyway, Junior E does his analysis and comes back with massive stress risers all over the place which exceed the materal elastic limits by a factor of 4 or 5. He immediately calls up the engineer in charge of the product line to notify him, and a whole hubaloo goes on before I get involved. (I think I was out of the office when he did this, but whatever.)
Anyway, we go back and look at his model, and it turns out that every element in the high stress areas was badly shaped and had been ramped up to order 8 or 9, which means that all of the calculations of the mid-side nodes of the elements were wildly varying, with enormous strain energies; in short, it was all so much garbage. When we went back and ran the thing, restraining the edge orders to no more than order 4, it looked like silk, with nary a dramatic stress riser to be seen, so all of his high stress results were an artifact of a bad curve fit (and one that the software should have caught, but it didn’t–I’ve since become rather skeptical of that particular code). I then instructed him on the use of the manual meshing tools, as well as how to examine the all the outputs instead of just stress results before drawing any conclusions about the validity of the stress values. Oh, and then I had to go to a meeting and explain why finite element analysis is a art of approximation rather than a strict science, which caused the VP of engineering to decry all the money spent on “useless” analysis tools. Good times.
Stranger