Timber-Concrete Composite Structures with Semi-Rigid Connections

Petr Kuklík; Anna Kuklíková; Anna Gregorová

doi:10.4028/www.scientific.net/KEM.677.282

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HomeKey Engineering MaterialsKey Engineering Materials Vol. 677Timber-Concrete Composite Structures with...

Timber-Concrete Composite Structures with Semi-Rigid Connections

Abstract:

This paper deals with behavior of timber-concrete composite structures with mechanical connection systems. The paper is focused to two different connection systems: using dowel-type fasteners and using special surface connector. Behavior of dowel-type connection system is based on modification of Johansen ́s equations valid for timber to timber connections. Behavior of connection system with special surface connector is evaluated by experiments and numerical simulations.

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Periodical:

Key Engineering Materials (Volume 677)

Pages:

282-287

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.677.282

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Online since:

January 2016

Authors:

Petr Kuklík*, Anna Kuklíková, Anna Gregorová

Keywords:

Concrete, Semi-Rigid Connection Systems, Timber, Timber-Concrete Composites

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References

[1] Ceccotti A.: Timber-concrete composite structures. Timber engineering STEP2, Centrum Hout (NL), (1995).

Google Scholar

[2] Frangi A., Fontana M.: A design model for the fire resistance of timber-concrete composite slabs. Proceedings of the IABSE Conference on Innovative Wooden Structure and Bridges, Lahti, Finland, (2001).

DOI: 10.2749/222137801796348403

Google Scholar

[3] Johansen, K. W.: Theory of timber connections. International Association of Bridge and Structural Engineering. Publication No. 9: 249-262. Bern, (1949).

Google Scholar

[4] Van der Linden M-L.R., Timber-concrete composite floor systems, Doctoral thesis, Technical University of Delft, (1999).

Google Scholar

[5] Blass H.J., Ehlbeck J, van der Linden, Schlager M.: Trag- und Verformungsverhalten von Holz-Beton-Verbundkonstruktionen., Bericht T 2710, Un Universtität Karlsruhe, (1995).

Google Scholar

[6] Aicher S., Klöck W., Dill-Langer G., Radovič B.: Nails and nailplates for as shear connectors for timber-concrete composite constructions. Otto-Graf-Journal, Vol. 14, pages 189-210, (2003).

Google Scholar

[7] EN 26891 - Timber structures. Joints made with mechanical fasteners. General Principles for the determination of strength and deformation characteristics, CEN Bruxelles, Belgium.

DOI: 10.3403/00248652u

Google Scholar

[8] Kuklík P., Nechanický P., Kuklíková A. : Development of prefabricated timber-concrete composite floors. Proceedings of the WCTE conference, Auckland, New Zealand (2012).

DOI: 10.1007/978-94-007-7811-5_42

Google Scholar