More CC vs RC questions was RE: Killer Octave & Pitch Raise

Richard Brekne Richard.Brekne@grieg.uib.no
Thu, 17 Feb 2005 12:29:19 +0100


A few claims have been made as to whether compression accross the grain 
increases stiffness or not.  Stiffness is usually described with the 
quantity E, the modulus of elasticity.  The simplest method to calculate 
this is simply to take a piece of wood, load it and measure the strain 
it experiences. Dividing the amound of force by the amount of strain you 
end up with E, the measure of stiffness, for that piece of wood. The 
resulting value will not be the same if you change moisture content, nor 
will it be the same for each direction of stress.

Strength properties given in tables are calcutated for a given moisture 
content. Usually 12 % MC.  They are also calculated using standard 
shaped pieces of wood... usually beam like in shape. And, they are 
calcutated in stress directions that usually occur in building. The E 
that is given in these tables is not the same E for all the bending 
stresses the soundboard panel experiences. The soundboard is bent cross 
grain, along the grain, and in a host of diagonal grain directions all 
at once.  So when quoting these tables one has to take into 
consideration what isnt covered.

To the direct claim that stiffness (in any direction) does not increase 
with compression. This is simply false. It does. Wood is usually sorted 
into grades that are related to density, straightness of grain, grain 
consistancy... etc.  Looking at the tables in just about any such manual 
one sees quickly that E, and for that matter just about all strength 
properties, increase as density increases.  Since a compressed panel is 
essentialy a more dense panel then it would be without the compression, 
it goes without saying that it becomes stiffer.

Cheers
RicB

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