I like to make solid wood, as opposed to face framed ply, furniture so I'm familiar with wood movement - tangentially, radially and axially (sp?) - at least when the wood is in the form of a board. If you don't accomodate wood movement, which will ALWAYS happen due to changes in ambient air's moisture content, your piece will blow itself apart or the joints will open up eventually. And I'm familiar with internal stresses that can lurk in a board and all the fun an games they can cause as you do your stock prep (flat parallel faces, flat straight edges square to theflat faces, ends square to both the edge and the faces) for a piece of furniture. I've had a board "wishbone" as well as "cross legs" and the scary one where the thin cut off dives into the saw?s throat plate opening when being ripped. The riving knife takes care of MOST of these potential kickback initiators. BUT - furniture making does not typically involve green wood or cross sections of a part of a tree. We are a patient lot, willing to wait a year or two for our stock to stabilize BEFORE we begin to work with it (I've got a Bartlett Pear log, en buole, under a tarp on my driveway which won't be ready to work with for another 12 to 18 months.)
BTW - I've got, and have gone through, Hoadley's book. The Readers Digest Condensed Version in Lee Valley's handy pamphlet that comes with their shrinkage wheel is less expensive while still providing the info needed on how much and where shrinkage will occur. IIRC, the LV info also has the map of the US with relative humidity ranges contours - handy if you live in Florida and are making a piece for someone who lives in New Mexico.
I like Frank Klausz's explanation of the affects/effects (never can keep those straight) of changes in moisture content in wood - thinking of the grain as rubber bands- the "inside of the tree" grain being less "stretched" than those towards the outside of the tree. Handy analogy to minimizing cupping problems with joints when it comes to parts orientation like dovetailed drawer sides to front joints (IDIOT - Inside of Drawer Is Outside of Tree).
So let's talk about a cylindrical piece of wood 3" in diameter, the pith running down the center of the cylinder and the grain perfectly symetrical around the longitudinal (long) axis. And let's say, for the purposes of this discussion, that we're talking about fresh cut wood - specifically a fruitwood (which is what I'm working with and perhaps the Worst Case Scenario) - with almost no pith (ie less than 1/32" in diameter). Furthermore, lets have a 2 1/2" diameter hole down the center that stops 1/2" from one end of the cylinder and leaves a "side wall" thickness of say 1/4". If you made no attempt to control the drying process, what would probably happen as it dries?
We know that axial changes are neglible (the length of the cylinder won?t change much, if at all. Tangential changes are the killer when working with plain sawn boards - twice that of radial changes.
The diameter would get smaller right? But what's that do to the stresses and strains in the wood and how does the wood deal with them?
As the inside diameter gets smaller the wood cells on the inside face of the wall shrink as they lose captured - intercellurer water? As long as the strength of the stuff that hold cells together isn?t exceeded everything hangs together.
The cells on the outside, which were "stretched" (rubber band analogy), should "relax" a little, stay at about the same or lower tension - or - it doesn't want to get "shorter" and must get squeezed/compressed.
So the change in wall thickness will be small because the wall is only
1/4? thick and the rate of drying between the inside wall and the outside wall should be about the same so the inside and outside diameter should just get smaller - assuming you sealed or caused the lost of moisture via the end grain to be greatly reduced/minimized.
But what about the solid 1/2" thick "bottom", with the pith in the center? Ah -there's the rub! Now the contraction - green to dry - if over the full 3 inches rather than over 1/4?. Seems that cracking usually begins in the bottom of a closed turned vessel - pith or no pith
- probably because you?ve got two relatively large surface areas of end grain close together- which dries much faster than the side grain in the walls.
I?ve noticed that turned green ?weed pots? which have only a small hole drilled into them seem to split crack almost anywhere - often starting half way up the side ?wall?
So we?ve got the inside wall losing moisture and getting smaller, the outside wall losing moisture a little faster than the inside because of more surface area being exposed to the air that has less moisture and getting smaller faster than the inside wall. But if we could slow the moisture loss at the outside wall so that if shrinks at the same rate as the inside wall problem one would be solved?
It?s that damned all end grain bottom that raises all the hell.
Now I?m going to step a bit Outside The Box Perhaps we should turn to samurai sword makers. For decorative purposes, they create wonderful patterns in the steel by differing the rate at which areas heat and cool. They do this with special clays - probably refractory clays. They paint their designs on the pre-heat colored blade using clay instead of paint and they carefully control the thickness of the clay in different areas by the number of layers of ?paint? - thick means it heats more slowly than bare steel - and cools more slowly as well so it won?t discolor as much as bare steel.
So maybe painting the end grain with different thickness of ?end sealer? would be a possible solution. But do you want the wood farthest from the center to dry more slowly than wood closer to the center - or the other way around?
Maybe I should?ve started with a cylinder so only the end grain of the walls was of concern rather than adding the addiotional variable of the end grain.
I used to do a lot of work at a main frame ?data center? and hung out with a lot of structural and electrical engineers doing computer models of structural or electric distribution systems. One guy - a Phd - who worked for GE Nuclear was working on the characteristics of the interface between the cylindrical walls of a containment vessel and the domed top of the vessel. The cylinder and the hemispherical dome they understood - but where they joined was a BIG unknown - not something you want to leave to chance if containing radioactive material is a concern. Any structural engineers out there?
charlie b