Laboratory tests of composite wood–concrete beams

Author:

Gutkowski R.,Brown K.,Shigidi A.,Natterer J.

Funder

U.S. Department of Agriculture

Publisher

Elsevier BV

Subject

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

Reference47 articles.

1. Thompson W. Shear tests of wood–concrete composites, M.S. Independent Study Report, Department of Civil Engineering, Colorado State University, Ft. Collins, Colorado, USA; 1997.

2. Brown KT, Gutkowski RM, Peterson ML, Criswell ME. Testing of a shear key/anchor in layered wood–concrete beams. Structural Research Report No. 76, Civil Engineering Department, Colorado State University, Fort Collins, Colorado, USA; 1998.

3. Investigation of notched composite wood–concrete connections;Gutkowski;J Struct Eng, ASCE, Reston, Virginia,2004

4. Kuhlmann U, Michelfelder B. Grooves as shear connectors in timber–concrete composite structures. In: Proceedings of RILEM conference on joints in timber structures, Stuttgart, Germany; 2001.

5. Fontana M, Frangi A. Fire behavior of timber concrete composite slabs. In: Proceedings of the fifth world conference on timber engineering, vol. 1. Montreux, Switzerland, Presse Polytechuique et Universitares Romande; 1998. p. 76–83.

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