Official Journal of the Japan Wood Research Society
From: Eccentric compression behavior of long poplar columns externally reinforced by BFRP
Direction | \({\text{R}}\) | \({\text{L}}\) | \({\text{T}}\) |
---|---|---|---|
Tensile yield stress (MPa) | 4.62 | 32.956 | 4.4 |
Tangent modulus under tension (MPa) | 0 | 3800 | 0 |
Compressive yield stress (MPa) | 4.631 | 16.324 | 5.079 |
Tangent modulus of compression (MPa) | 0 | 3800 | 0 |
Shear yield stress (MPa) | 5 | 5 | 5 |
Tangent modulus under shear (MPa) | 0 | 0 | 0 |