Splitting of timber beams loaded perpendicular to grain by connections – Combined effect of edge and end distance

Author:

Jensen Jørgen L.,Quenneville Pierre,Girhammar Ulf Arne,Källsner Bo

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. European committee for standardization (CEN) EN 1995-1-1:2004. Design of Timber Structures. Brussels, Belgium; 2004.

2. Canadian standards association CSA O86–09. Engineering Design in Wood. Toronto, Canada; 2009.

3. van der Put TACM, Leijten AJM. Evaluation of perpendicular to grain failure of beams caused by concentrated loads of joints. In: Proceeding of the International Council for Research and Innovation in Building and Construction, CIB-W18, Meeting Thirty-Three, Delft, The Netherlands; 2000. paper 33-7-7.

4. Splitting strength of beams loaded perpendicular to grain by dowel joints;Jensen;J Wood Sci,2005

5. Moment-resisting bolted timber connections;Lam;Proc Inst Civil Eng, Struct Build,2010

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