Official Journal of the Japan Wood Research Society
From: Numerical analysis on tensile performance of bolted glulam joints with initial local cracks
Component | Joint 1–1 EXP (NUM) | Joint 1–2 EXP (NUM) | Joint 1–3 EXP (NUM) |
---|---|---|---|
Initial stiffness (kN/mm) | 100 (148) | 80 (140) | 71 (138) |
Peak bearing capacity (kN) | 192 (199) | 182 (193) | 169 (183) |