Dave or Tom,

Last time I saw that formula it was a simple conversion from frequency to EI product assuming a uniform rod of the unclamped length that the frequency was taken at. Is that still the case? If not, could one of you send me the current version?

Thanks,

Alan Brooks


At 12:26 PM 6/4/2009 -0400, you wrote:
At 11:49 AM 6/4/2009, Tom Wishon wrote:
When Tom Mace left the industry to go back to the academic world at Cal Poly SLO, I had him do a complete full out EI of multiples of all my shaft designs and flexes so I would be able to compare the EI curves to see their relationship to our Bend Profile software's progressive beam length frequency graphs. While the shape and orientation of the EI curves were different, in relation to each other by each different shaft, they were the same as what we output in our bend profile measurement work. I've always agreed that our BP measurements were NOT actual stiffness measurement, but with this correlation check to EI, I am satisfied they are valid for shaft to shaft comparison of relative stiffness differences in shafts.

Thanks for that, Tom.

From what I can tell from the Bend Profile software, I think I understand the formula used to go from your profile measurements to EI profiles. It is a very simplified formula, much simpler than Brillouette's work, but it may well be close enough for practical purposes.

One of the things on my to-do list is a comparison of the simplified formula and the Brillouette formula, using some profiles I have measured for the a variety of shafts. I have in my basement "lab" a frequency profiler, an NF-4 deflection profiler, and an EI machine. At least part of my motivation for this is to reclaim the space now used by the EI machine. If I have a reliable and accurate way to get an EI profile from other measurements (like frequency or NF-4), then I don't need the EI machine any more.

Somehow, that project never seems to pop to the top priority. When you're retired, on a nice day the top priority tends to be playing golf.
:-)

Cheers!
DaveT

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