Glynne":pc2dtedc said:
Unfortunately there is no way to predict the internal tensions in a board, other than if you have several boards from the same tree you can expect something similar.
Neither of those statements are quite true, Glynne, although there is decent logic in the second one.
The fork or prong test is a good way of testing for internal stresses in the wood.
This test reveals if there is transverse stress within a board. Take a short but full width and thickness section 25 mm (1”) long out of a plank. Ideally take the piece out at least 450 mm (18”) from the end. You want a piece from a representative section of the board, not near ends where changes in MC are more volatile.
A. Turn the cut out section end grain down on the bandsaw table.
B. Bandsaw two forks about 7-10 mm (1/4”- 3/8”) thick.
The result of cutting a section out are:
1.If the forks remain parallel this indicates stress free wood.
2. Very slight bending of the forks shows minor stress.
3. The forks or prongs curve inwards showing transverse stress or case-hardening.
4. The forks bend away from each other indicating reverse transverse stress or case-hardening.
5. The bending of the forks may not happen immediately, and can take a few hours to develop.
Note 1: This test does not specifically indicate longitudinal stress or case-hardening, although if the test shows the wood is transversely stressed or case-hardened, then longitudinal stress or case-hardening is most likely also present.
Note 2: Observe that I have consistently referred to stress or case-hardened here. Case-hardened wood is artificially stressed through improper drying techniques. There are also natural growing features or faults in living trees that can lead to stress that can or will show up when undertaking the fork or prong test. Slainte.
The image below is from Woodcraft:
https://www.woodcraft.com/blog_entries/ ... kiln-dried
Edit. Note that the description in the below image describes case-hardening in terms of the wood being wetter and dryer. This is incorrect. Case-hardening is a condition whereby the outer layers of the wood are in compression and the core in tension. Reverse case-hardening is the opposite. As such, therefore, the wetness or dryness of the wood, whether at the core, the intermediate zone, or the shell, has no real bearing on the condition.