Official Journal of the Japan Wood Research Society
Table 2 Hemlock CLT planar shear strength test value
From: Study on in-plane shear failure mode of cross-laminated timber panel
Test | Specimen series | Specimen quantity | Peak load /kN | CLT planar shear strength /MPa |
|---|---|---|---|---|
Three-point bending test | A | 15 | 61.18 (10.7%) | 1.32 (10.3%) |
B | 6 | 42.24 (10.4%) | 1.33 (10.5%) | |
Improved planar shear test | C | 9 | 47.15 (24.7%) | 1.25 (24.7%) |