Official Journal of the Japan Wood Research Society
Table 5 The results of multiple linear regression analysis made for each composite wooden material type
From: Determination of machinery and knife strains in the planing of wood-based panels
Wood-based panels | Model equation (y = a + bx 1 + cx 2) | Determination coefficient (R 2) |
|---|---|---|
Poplar plywood | y = 2.655 + 0.00013x 1 + 0.102x 2 | 0.950 |
Blockboard | y = 2.784 + 0.00015x 1 + 0.105x 2 | 0.898 |
Particleboard | y = 2.465 + 0.00014x 1 + 0.162x 2 | 0.953 |
OSB | y = 2.179 + 0.00019x 1 + 0.212x 2 | 0.946 |
MDF | y = 2.298 + 0.00021x 1 + 0.201x 2 | 0.965 |
Okoume plywood | y = 2.538 + 0.00021x 1 + 0.183x 2 | 0.938 |