Experimental Investigations of Deconstructable Timber–Concrete Composite Beams

Author:

Khorsandnia Nima1,Valipour Hamid2,Schänzlin Jörg3,Crews Keith4

Affiliation:

1. Senior Research Associate, Centre for Infrastructure Engineering and Safety (CIES), School of Civil and Environmental Engineering, Univ. of New South Wales, Kensington, NSW 2052, Australia (corresponding author).

2. Senior Lecturer, Centre for Infrastructure Engineering and Safety (CIES), School of Civil and Environmental Engineering, Univ. of New South Wales, Kensington, NSW 2052, Australia.

3. Design Engineer, Hochschule Biberach, Institut für Holzbau, 88400 Biberach an der Riß, Germany.

4. Professor, Centre for Built Infrastructure Research (CBIR), School of Civil and Environmental Engineering, Univ. of Technology, Sydney, NSW 2007, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference38 articles.

1. Long-term and collapse tests on a timber-concrete composite beam with glued-in connection

2. CEN (European Committee for Standardization). (1991). “Timber structures—Joints made with mechanical fasteners—General principles for the determination of strength and deformation characteristics.” EN 26891 Brussels Belgium.

3. Shear and Bending Performance of a Novel Wood–Concrete Composite System

4. Experimental behavior of a continuous metal connector for a wood-concrete composite system;Clouston P.;For. Prod. J.,2004

5. Connections for composite concrete slab and LVL flooring systems

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