I'm not trying to open up a hoary debate over stabilized versus non-stabilized woods for knife handles, but I am very curious as to why black walnut is often used without stabilization whereas it seems like koa is almost always used stabilized? From the wood database website, it appears the physical characteristics of both woods are almost the same except that koa actually has a more even ratio of tangential to radial shrinkage than walnut!
Is it only because people have found walnut to occasionally turn ugly colors upon stabilization? Or is it just that I personally haven't seen non-stabilized koa handles mentioned as often?
Koa:
Average Dried Weight: 38 lbs/ft3 (610 kg/m3)
Specific Gravity (Basic, 12% MC): .53, .61
Janka Hardness: 1,170 lbf (5,180 N)
Modulus of Rupture: 12,620 lbf/in2 (87.0 MPa)
Elastic Modulus: 1,503,000 lbf/in2 (10.37 GPa)
Crushing Strength: 7,060 lbf/in2 (48.7 MPa)
Shrinkage: Radial: 5.5%, Tangential: 6.2%, Volumetric: 12.4%, T/R Ratio: 1.1
Black walnut:
Average Dried Weight: 38 lbs/ft3 (610 kg/m3)
Specific Gravity (Basic, 12% MC): .51, .61
Janka Hardness: 1,010 lbf (4,490 N)
Modulus of Rupture: 14,600 lbf/in2 (100.7 MPa)
Elastic Modulus: 1,680,000 lbf/in2 (11.59 GPa)
Crushing Strength: 7,580 lbf/in2 (52.3 MPa)
Shrinkage: Radial: 5.5%, Tangential: 7.8%, Volumetric: 12.8%, T/R Ratio: 1.4
???
Is it only because people have found walnut to occasionally turn ugly colors upon stabilization? Or is it just that I personally haven't seen non-stabilized koa handles mentioned as often?
Koa:
Average Dried Weight: 38 lbs/ft3 (610 kg/m3)
Specific Gravity (Basic, 12% MC): .53, .61
Janka Hardness: 1,170 lbf (5,180 N)
Modulus of Rupture: 12,620 lbf/in2 (87.0 MPa)
Elastic Modulus: 1,503,000 lbf/in2 (10.37 GPa)
Crushing Strength: 7,060 lbf/in2 (48.7 MPa)
Shrinkage: Radial: 5.5%, Tangential: 6.2%, Volumetric: 12.4%, T/R Ratio: 1.1
Black walnut:
Average Dried Weight: 38 lbs/ft3 (610 kg/m3)
Specific Gravity (Basic, 12% MC): .51, .61
Janka Hardness: 1,010 lbf (4,490 N)
Modulus of Rupture: 14,600 lbf/in2 (100.7 MPa)
Elastic Modulus: 1,680,000 lbf/in2 (11.59 GPa)
Crushing Strength: 7,580 lbf/in2 (52.3 MPa)
Shrinkage: Radial: 5.5%, Tangential: 7.8%, Volumetric: 12.8%, T/R Ratio: 1.4
???