Load Bearing Capacity Tests of Mechanical Joining on Timber-Concrete Beam

Author:

Agel Petr1,Lokaj Antonin1

Affiliation:

1. VSB – Technical University of Ostrava

Abstract

Timber-concrete composite structures, which use advantages of both materials, are suitable for new works and reconstructions of civil and residential buildings. There are described many methods of joining between timber beam and concrete slab in technical literature. Joints are more and more sophisticated which brings higher demands on work control and technology. Main goal of the paper is in design technologically low demanding method of joining with steel plates and nails, to test its shear strength and to compare it with other similar joining .

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference10 articles.

1. Ahmadi, B.H. (2010) Behavior of composite timber-concrete floors. In: Journal of structural engineering New York, 1993, volume 109. number11, pp.3111-3130, ISSN: 07339445.

2. Manaridis, A. Evaluation of timberconcrete composite floors. Lund: Lund Universitet. 131 pp. ISSN 0349-4969.

3. Koželouh, B. (2007) Concrete structures according to Eurocode 5: Step 2, 1st ed., Praha: Inforamtion center ČKAIT. 375 pp. ISBN 80-86- 769-13-5.

4. Lokaj, A., Vavrušová, K., Rykalová, E. (2011).

5. Steinberg, E., Selle, R., Faust,T. (2003) Connectors for timber-lightweight concrete composite structures. Journal of structural engineering ASCE. Volume 129. number. 11, pp.1538-1545. ISSN 0733-9445.

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