DVW—Local Reinforcement for Timber Joints

Author:

Guan Zhongwei12,Rodd Peter12

Affiliation:

1. Sr. Lect., Struct. Timber Res. Unit, School of the Environment, Univ. of Brighton, Brighton BN2 4GJ, U.K.

2. Reader, Member of the Institution of Civil Engineers, Struct. Timber Res. Unit, School of the Environment, Univ. of Brighton, Brighton BN2 4GJ, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. Abaqus theory manual . (1994a). Version 5.4 Hibbitt Karlsson & Sorensen Inc. Pawtucket R.I.

2. Abaqus user manual . (1994b). Version 5.4 Hibbitt Karlsson & Sorensen Inc. Pawtucket R.I.

3. British Standards Institution (BSI). ( 1991). “Timber structures—Joints made with mechanical fasteners—General principles for the determination of strength and deformation characteristics BS EN 26891: 1991 London.

4. Chen C. J. and Haller P. ( 1994). “Experimental study on fiberglass reinforced timber joints.” Proc. 2nd State of the Art Workshop COST C1 Czech Technical University Prague 303–315.

5. Claisse P. A. and Davis T. J. ( 1998). “High performance jointing systems for timber.” Constr. and Build. Mat. 12(8) 415–425.

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