Vibrational Stiffness
-
Vibrational Stiffness
@giulianonicoletti @anthony-kreher
I have a question for you. I’m starting to measure spruce for a couple of classical guitars I’m going to make. I used structured sides (I’m calling them cored) on one of my last guitars and it came out notably great. I accidentally thinned the top more than I might have and it seemed to work very well. My thought is that the sides are so stiff that it’s allowing the top to survive structurally even though it’s quite thin.
I didn’t do any measuring on that guitar. But I did notice that the guitar on the same model I built with it, with traditional bent sides, had some immediate top distortion, even though the top was of a more normal thickness (these were Selmer style guitars so they have a lot of bridge pressure).
Anyway, my question is: if I’m using structured sides which seem to provide a lot of stiffness that they are lending to the top, could I/should I assume that I would be looking for a lower vibrational stiffness in your spreadsheet? I am thinking that I would like, all things being equal, a somewhat floppier top than I would have with a normal set of sides.
I am sure I’m probably missing the point here 16 different ways, but your thoughts would be helpful. Currently I have it set at 75.
Log in to reply.