Property | Minimum | Maximum | Mean | SD |
---|
Annual ring width (mm) | 0.87 | 1.75 | 1.37 | 0.25 |
WFL (mm) | 0.93 | 1.21 | 1.03 | 0.09 |
VEL (mm) | 0.55 | 0.71 | 0.61 | 0.05 |
BD (g/cm3) | 0.45 | 0.61 | 0.55 | 0.05 |
AD (g/cm3) | 0.58 | 0.75 | 0.64 | 0.05 |
DMOE (GPa) | 7.84 | 13.50 | 11.20 | 1.95 |
MOE (GPa) | 6.14 | 10.56 | 8.75 | 1.44 |
MOR (MPa) | 63.2 | 109.8 | 85.8 | 14.6 |
U (kJ/m2) | 49.0 | 92.2 | 72.3 | 16.8 |
CS (MPa) | 36.9 | 50.3 | 43.5 | 4.7 |
SS (MPa) | 7.7 | 11.8 | 9.4 | 1.3 |
- Number of trees = 10. SD, standard deviation; WFL, wood fiber length; VEL, vessel element length; BD, basic density; AD, air-dry density after drying at around 22 °C and 65% relative humidity for 2 weeks (11.3 ± 0.5% of moisture content); DMOE, dynamic Young’s modulus; MOE, modulus of elasticity; MOR, modulus of rupture; U, absorbed energy in impact bending; CS, compressive strength parallel to grain; SS, shearing strength of small clear specimens. Mean values of moisture content of specimens were 10.7 ± 0.2%, 9.9 ± 0.3%, 10.7 ± 0.2%, and 10.1 ± 0.2% for static bending, impact bending, compressive strength, and shearing strength specimens, respectively