Quasi-non-linear fracture mechanics analysis of the splitting failure of single dowel joints loaded perpendicular to grain

Author:

Jensen Jørgen Lauritzen

Publisher

Springer Science and Business Media LLC

Subject

Biomaterials

Reference16 articles.

1. Johansen KW (1941) Forsøg med træforbindelser. Bygningsstatiske Meddelelser, årgang XII

2. Van der Put TACM, Leijten AJM (2000) Evaluation of perpendicular-to-grain failure of beams caused by concentrated loads of joints. In: Proceedings of the International Council for Research and Innovation in Building and Construction, CIB-W18 Meeting Thirty-Three, Delft, The Netherlands, paper No. 33-7-7

3. Leijten AJM, Jorissen AJM (2001) Splitting strength of beam loaded by connections perpendicular to grain, model validation. In: Proceedings of the International Council for Research and Innovation in Building and Construction, CIB-W18 Meeting Thirty-Four, Venice, Italy, paper No. 34-7-1

4. Leijten AJM (2002) Splitting strength of beams loaded by connections, model comparison. In: Proceedings of the International Council for Research and Innovation in Building and Construction, CIB-W18 Meeting Thirty-Five, Kyoto, Japan, paper No. 35-7-7

5. Gustafsson PJ, Larsen HJ (2001) Dowel joints loaded perpendicular to grain. In: Aicher S, Reinhardt HW (eds) Joints in timber structures. Proceedings of the International RILEM Symposium, Stuttgart, Germany, pp 577–586

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