In over 20 years of repairing (yes, repairing) what seems like miles of soundboard cracks, I have had ample opportunity to muse on the effects of stress on soundboards. I believe that it is possible in many cases to diagnose normal and abnormal stresses built into a soundboard based on the types and patterns of cracks that form. There are two fundamental "rules" that come into play here: first, in order to crack, wood must be under tension (compressed wood can't crack), and, second, that wood expands and contracts about twice as much in the tangential direction as in the radial direction. The latter is described in _Wood Handbook_ published by the Forest Products Laboratory, Madison, Wis. and (I think) a _Journal_ article a few years back. However, there are always individual boards that are unruly for reasons difficult or impossible to detect. This twofold expansion means that a soundboard expands much more per unit of dimension in thickness than in width and would tend to indicate that the practice of using quarter-sawn lumber in soundboards (and bridge caps) is for structural rather than acoustical reasons. Consider what this twofold expansion means at a glue joint between two (perish the thought) not-so-quartersawn boards. Here the differential expansion and contraction is occurring in planes which are not either parallel or perpendicular to the plane of the soundboard. If these imperfect boards meet at the glue joint in such a way that the annular rings form an inverted "V", the twofold expansion can focus compressive stress in a diagonal direction from both sides of the joint, forcing the wood upward into a "compression ridge". See for yourselves if you can observe this type of compression ridge in places where the end grain is visible. I am the first to admit that this example doesn't explain all ridges, and am at a loss to explain why some of these "improper" joints do not form ridges. Bob Hohf Wisconsin
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