Hi JD.
JD write:
That's why I said "take off the bars" :-) My posting was in
response to Ric's quotes from researchers into wood, which I was
saying were really not very significant for the range of values for
moisture content in a working piano.
Actually the change of strength characteristics I listed are fairly
linear in the ranges we typically see... certainly from an MC range of
3.5 % up to 18 % covers our discussion... and in that range the percent
changes in strengths for changes in moisture are pretty fairly
consistant throughout.
If anything the phenomena he describes will _reduce_ the inherent
stiffness of the wood as it takes on moisture
I think, if you double check my post.. this is exactly what I said.
Wood in general gets stronger as it gets dryer.
(a problem, incidentally, that is noticeable with hammers) and
_increases_ the compression and hence the potential crown. My test
will be to measure the _inherent_ stiffness of the wood over a
realistic range of values for moisture content.
I think you will find that stiffness characteristics may vary somewhat
depending on the grain orientation you are taking. Since E is found by
taking dividing the amount of stress by the degree of strain, and since
(as stated elsewhere) the resultant quotient can vary depending on
whether or not the piece is loaded tangentially or radially... E sub T
and E sub R can well be different. Hoadley cites a general figure of 2
% change in E for 1 % change in MC. But he aslo states that FSPL for
compression perpendicular to the grain are based on an avearging of both
these... so I would suppose (tho do not know at this point) that values
in Static bending tables for E are taken rather likewise.
In pianos tho... we often use strictly tangential loading or strictly
radial loading.... and it would seem to me to be prudent to be sure of
any significant differences.
The results will be interesting, but almost certainly
insignificant, because what interests us is the resilience of the
soundboard assembly as a whole.
How these variances in strengths for variances in moisture play out in
any given ribbed assembly is of course another question entirely... and
on the surface of it at least a certain degree of complexity would seem
involved. You are dealing with wood pieces with opposing grain
directions glued together with not only strength changes going on, but
dimensional changes as well. Its beyond me at present to calculate
this... grin... perhaps I will find time to think it through.
Cheers
RicB
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