Estimation of shear strength of dowel-type timber connections with multiple slotted-in steel plates by European yield theory

Author:

Sawata Kei,Sasaki Takanobu,Kanetaka Satoru

Publisher

Springer Science and Business Media LLC

Subject

Biomaterials

Reference12 articles.

1. Sawata K, Yasumura M (2003) Estimation of yield and ultimate strengths of bolted timber joints by nonlinear analysis and yield theory. J Wood Sci 49:383–391

2. Yasumura M, Murota T, Sakai H (1987) Ultimate properties of bolted joints in glued-laminated timber. In: Proceedings of the CIB-W18 meeting, Dublin, paper 20-7-3

3. National Design Specification (1997) 8.4 design values for multiple shear connections. American Forest & Paper Association, p 57

4. Jorissen A (1998) Double shear timber connections with dowel type fasteners. Doctoral thesis, Delft University of Technology, pp 20-21

5. Mischler A, Prion H, Lam F (2000) Load-carrying behaviour of steel-to-timber dowel connections. In: Proceedings of the WCTE 2000, Paper 2.4.1

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