BalsaFerret wrote: ↑January 12th, 2020, 8:42 pm
As everyone is familiar with the "one finger buckling test", by Balsa Man himself, in order to categorize compression members, the general trend (or at least in my case) is that buckling strength is directly proportional to weight: a heavier stick would more or less have a greater buckling strength. However, as buckling only occurs when a member is under a critical compressive load, I was wondering if buckling strength has any relationship with tensile strength, as compressive strength has to do with buckling. If buckling strength increases (in this case a bass stick), would the tensile strength increase as well, or would there be no direct relationship? So far I've been using sticks with stronger buckling strengths, and I am under the impression that there might be some relationship due to greater loads held - could be placebo, you never know! I understand that tension is mainly based on the cross section as well as the angle that the tension member is subjected to, but it would be interesting to see if there are any other variables that also factor in.
Buckling Strength and Tensile Strength are apples and oranges... The tensile strength of the wood remains constant, no matter how long the piece is. Buckling strength, or compression strength is based totally on unsupported length. The shorter the unsupported length is, the stronger it is in compression. Let's say a piece of 1/4" x 1/4" x 36" balsa has a 300 gram SFPD. If this piece is then cut in half (18") I would expect each half to now have an SFPD of 1,200 grams. If each of these pieces are then braced in the center so that you now have (2) unsupported lengths on each side of the brace, I'd expect a compressive strength (SFPD) of about 4,800 grams. Now bisect each of those unsupported lengths and add (2) additional braces, so you have (4) unsupported lengths of roughly 4-1/2" each. The compressive strength now goes up to 19,200 grams.
Now keep a couple things in mind: Wood, especially balsa wood is NOT homogeneous. Just because one end tests at 1,200 grams, doesn't necessarily mean the other end will. These numbers are theoretical based on Euler's Buckling Theory. Just like a chain, boom is only as strong as it's weakest link. If you have a bad joint and the glue pops, it is not a compression failure, it is a joint failure.
It is important to analyze the load to be carried, and identify what the force exerted to each compression beam is, then identify what the SFPD of the compression stick is, then determine how many braces are required to support said load. And NO, the load to be carried is NOT the same as the force exerted on the beams.
Finally, consider this: Tensile forces do not require that the piece be subdivided to carry a greater load, however bracing may be attached to the tensile pieces to offer support to the compression pieces as needed.