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Article
Affiliation(s)

Department of Steel and Timber Structures, Czech Technical University in Prague, Kladno 272 01, Czech Republic

ABSTRACT

Timber-concrete composite structures are coming to be very important in housing sector. They have many advantages compared to traditional timber floors and are widely used as an effective method for refurbishment of existing timber floors. Current research at CTU (Czech Technical University) is focused on industrial production of prefabricated timber-concrete panels and their easy and quick assembly, in order to reduce the total cost of production, transport and assembly. A new shear connector was developed for those purposes. It is a punched metal plate fastener with double-sided teeth and omitted area nearby contact of timber and concrete. Direct shear tests were performed on four series of punched metal plate fasteners with different geometrical properties. Results of these tests and determination of slip modules Kser and Ku is presented in this paper.

KEYWORDS

Timber-concrete, composite structures, tests.

Cite this paper

Journal of Civil Engineering and Architecture 18 (2024) 394-402 doi: 10.17265/1934-7359/2024.08.004

References

[1]   Ceccotti, A. 1995. Timber-Concrete Composite Structures. Timber Engineering STEP2. Almere: Centrum Hout.

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[3]   Kuklik, P. 2005. Timber Structures. Prague: Czech Chamber of Authorized Engineers and Technicians.

[4]   Van der Linden, M.-L.-R. 1999. “Timber-Concrete Composite Floor Systems.” PhD thesis, Technical University of Delft.

[5]   Blass, H. J., Ehlbeck, J., van der Linden, M., and Schlager, M. 1995. “Trag-und Verformungsverhalten von Holz-Beton-Verbundkonstruktionen.” Bericht T2710, Universtität Karlsruhe. (in German)

[6]   Aicher, S., Klöck, W., Dill-Langer, G., and Radovic, B. 2003. “Nails and Nailplates as Shear Connectors for Timber-Concrete Composite Constructions.” Otto-Graf-Journal 14: 189-210.

[7]   Lukaszewska, E., Johnsson, H., and Fragiacomo, M. 2008. “Performance of Connections for Prefabricated Timber-Concrete Composite Floors.” Materials and Structures 41: 1533-50.

[8]   Astley, R. J. 1998. “Modelling the Elastic Properties of Softwood.” HolzalsRoh und Werkstoff 56: 43-50.

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