> > David, > > > > This is the point that I was trying to make. I believe that the > > soundboard is essentially just a big spring. A spring doesn't get > > more rigid or stiff the more you compress it. Within its working > > range it has a constant spring rate or stiffness....If the board is > > actually getting stiffer as a result of applied load then it's not > > acting like a spring or a beam, and I would like to understand what > > mechanism is causing that to happen. > > > > Phil Ford > > _______________________________________________ > >But not all springs are linear. Some are non-linear by design. That's true. But if I was trying to design a non-linear spring my first choice would not be an essentially flat plate with ribs attached to it. >I think I started this notion based on some measurements I did at Baldwin. I >was working with a new Model L that had been bellied but not strung. I >wanted an idea of how much force it took to take the board from its natural, >fully-crowned condition down to half the distance between that and flat. The >exact numbers I don't remember (nor do I have access to them) but weight was >added in 50# increments and the deflection measured with a dial depth gage >setup mounted on an aluminum bar clamped to the top of the rim. The depth >gage was measuring to a point about 1/3 of the way up the tenor bridge. The >deflection was not at all linear up to the point we stopped adding weight -- >that is, at 1,000 pounds. That took it to not much more than flat. > >These boards are (were?) partially rib-crowned and partially >compression-crowned. And Baldwin boards are (were?) rather lightly crowned. >I do not know if the same, or similar, results would be obtained with either >a pure compression-crowned soundboard (I suspect so) or a pure rib-crowned >soundboard (perhaps not, depending on the rib contours). Nor do I know what >would have happened if we had continued to add weight beyond this amount -- >we were only able to borrow 20 fifty pound weights. > >Del You say that the deflections were not linear. Were they incrementally decreasing for unit increases in load? At the risk of starting the RC vs. CC debates again, if a CC board were to get stiffer with increasing load, but not an RC board, would you say that's a significant difference between the two? I thought your position was that there is essentially no difference in behavior or performance between an RC and a CC board. Phil Ford
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