Table 3.
Mechanical properties of Japanese cedar due to RHW and BHW
Classification | Bending strength property | Compressive strength property | Shear strength | Moisture content (%) |
MORb (MPa) | MOEb (GPa) | MORc (MPa) | MOEc (GPa) | MORs (MPa) |
RHW | SW | 48.48a ± 10.12 | 6.67a ± 2.46 | 26.98a ± 6.77 | 2.93a ± 0.68 | 7.60a ± 0.94 | 12.59a ± 0.19 |
HW | 52.35b ± 9.52 | 7.18a ± 2.32 | 27.48a ± 5.67 | 2.89a ± 0.60 | 6.65c ± 0.93 | 12.52a ± 0.10 |
BHW | SW | 51.86b ± 6.87 | 6.90a ± 1.43 | 28.11a ± 4.17 | 2.99a ± 0.46 | 7.51bc ± 0.90 | 12.70a ± 0.12 |
HW | 54.44b ± 7.66 | 7.42a ± 2.02 | 29.04a ± 5.04 | 2.93a ± 0.58 | 7.26b ± 0.89 | 12.55a ± 0.29 |
SL | ** | ns | ns | ns | ** | ns |
Values are presented as mean; ± standard deviation;
mean that the same letters are not significantly different at a p value of 0.05 according to Duncan’s new multiple range test;
= p < 0.05;
SL = significance level; ns = non significant; RHW = red-colored heartwood tree; BHW = black-colored heartwood tree; SW = sapwood; HW = heartwood; MORb = bending modulus of rupture; MOEb = bending modulus of elasticity; MORc = compressive modulus of rupture; MOEc = compressive modulus of elasticity; and MORs = shear modulus of rupture.