Estimation of Creep Limit of Screw Joints between Timber and Structural Plywood under Constant Shear Loading

Author:

Ogawa Keita1,Kobayashi Kenji1

Affiliation:

1. College of Agriculture, Academic Institute, Shizuoka University

Publisher

Japan Wood Society

Subject

General Chemical Engineering

Reference6 articles.

1. 14) Sugiyama, H.: The creep deflection of wood subjected to bending under constant loading, Transactions of AIJ 55, 60-70 (1957) .

2. 21) Jang, S., Polensek, A.: Theoretical models for creep slip of nailed joints between wood and wood-based materials. Wood Sci. Technol. 23, 237-249 (1989) .

3. 22) Jan, S., Fujimoto, Y., Mataki, Y.: Viscous-viscoelastic models for creep of nailed joints using plywood, particleboard and medium density fiberboard as sheathing materials. Mokuzai Gakkaishi 39 (4) , 418-427 (1993).

4. 29) Sugimoto, T., Yamasaki, M., Sasaki, Y.: Fatigue and hysteresis effects in wood-based panels under cyclic shear load through thickness. Wood Fiber Sci. 38 (2) , 215-228 (2006).

5. 30) Sasaki, Y., Oya, A., Yamasaki, M.: Energetic investigation of the fatigue of wood. Holzforschung 68 (7) , 843-848 (2014).

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