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Development of Shear Connections in Steelconcrete Composite Structures

Antoni Biegus
  • Corresponding author
  • Wrocław University of Technology, Poland
  • Email:
/ Wojciech Lorenc
  • Wrocław University of Technology, Poland
Published Online: 2015-03-01 | DOI: https://doi.org/10.1515/ceer-2014-0032

Abstract

Different types of shear connectors and modelling techniques are presented. Basic research conducted or presented after year 2000 is taken into consideration, following the idea of concrete dowel implemented in the form of perfobond strip at the beginning of the 1980s by F. Leonhardt. The latest research in the field of continuous shear connectors applied in bridges is highlited with special focus at the composite dowel shear connection, as it seems to be the most modern solution being strongly introduced to the industry. Final shape of composite dowel shear connection is presented.

Streszczenie

Przedstawiono typy łączników ścinanych oraz sposoby modelowania. Odniesiono siê do badañ prowadzonych po 2000 r., pokazano, jak rozwijał siê pomysł, wprowadzony w postaci tzw. listwy perfobond, którego autorem był w 1980 r. F. Leonhardt. Najnowsze aplikacje ciągłych łączników ścinanych w mostach wykorzystują łączniki w formie tzw. composite dowels. Ostateczny kształt tego typu łączników przedstawiono w pracy.

Keywords: shear connection; composite beam; composite dowels

References

  • 1. Barthellemy J., Hechler O., Lorenc W., Seidl G., Viefhues E.: Premiers résultats du projet de recherche européen Precobeam de connexion par découpe d'une tôle, Construction métallique, CTICM, 46, 3 (2009) 3-26.

  • 2. Dall'Asta A., Dezi L., Leoni G.: Failure mechanisms of externally prestressed composite beams with partial shear connection, Steel & Composite Structures 2, 2002, 315-330.

  • 3. Ellobody E., Young B.: Performance of shear connection in composite beams with profiled steel sheeting. Journal of Constructional Steel Research 62, 2006, 682-694. [Crossref] [Web of Science]

  • 4. Fink J., Petraschek Th.: Novel shear connectors experimental investigations and numerical comparisons, in: R. Eligehausen, G. Genesio, W. Fuchs, P. Grosser (eds): Proceedings of the 2nd International Symposium on Connections between Steel and Concrete, ibidem-Verlag, ISBN-10:3-89821- 807-4, Stuttgart 2007, 1327-1336.

  • 5. Fink J., Petraschek Th., Ondris L.: Push-Out Test Parametric Simulation Study of a New Sheet-Type Shear Connector, in: Projekte an den zentralen Applikationsservern. Berichte 2006, Zentraler Informatikdienst (ZID) der Technischen Universitãt Wien, Wien 2007, 131-153.

  • 6. Furtak K.: Composite bridges, PWN, [in Polish], Warszawa 1999.

  • 7. Grelu H.: Association dans les ponts de la précontrainte et de la charpente métallique, Bulletin de liaison “ponts métallique”, 6, 1975.

  • 8. Hyeong-Yeol Kim, Youn-Ju Jeong: Experimental investigation on behaviour of steel-concrete composite bridge decks with perfobond ribs, Journal of Constructional Steel Research 62, 2006, 463-471.

  • 9. Jurkiewicz B., Hottier J.M.: Static behaviour of a steel-concrete composite beam with an innovative horizontal connection. Journal of Constructional Steel Research 61, 2005, 1286-1300. [Crossref]

  • 10. Kania P., Kucharczuk W.: Shear connection of steel-concrete composite beam by nails. Konstrukcje Stalowe, [in Polish], 6, 2007.

  • 11. Leonhard F. et alt., Neues, vorteilhaftes Verbundmittel für Stahlverbund- Tragwerke mit hoher Dauerfestigkeit.: New advantageous shear connection for composite structures with high fatigue strength, Beton- und Stahlbetonbau, Heft, 12, 1987.

  • 12. Lorenc W.: The design concept for the steel part of composite dowel shear connection in steel-concrete composite structures, Wrocław University of Technology Publishing Office, [in Polish], Wrocław 2010.

  • 13. Lorenc W., Kubica E.: Nonlinear modelling of composite beams prestressed with external tendons, Archives of Civil and Mechanical Engineering 4, 1, 2004, 83-93.

  • 14. Lorenc W., Ignatowicz R., Kubica E., Seidl G.: Numerical model of shear connection by concrete dowels, Recent Developments in Structural Engineering Mechanics and Computation, Millpress, Rotterdam 2007.

  • 15. Mareczek J., Chromiak P., Studnicka J.: Numerical model of perforated shear connector, Progress in Steel, Composite and Aluminium Structures - M.A. Giżjowski, A. Kozłowski, L. Ślâczka and J. ZiñŁko (eds), Taylor & Francis, ISBN-0-415-40120-8, London 2006.

  • 16. Nawrot J., Kucharczuk W.: Experimental tests on ultimate resistance of new shear connectors for steel-concrete composite slabs, In|ynieria i Budownictwo, [in Polish], 12, 2004.

  • 17. Petraschek T, Fink J.: Shear force capacity of crown dowel. Models for calculation. EUROSTEEL, Graz 2008.

  • 18. Seidl G.: Behaviour and load bearing capacity of composite dowels in steelconcrete composite girders. Wrocław Univewrsity of Technology, Institute of Building Engineering, Report no. PRE 4/2009, PhD Thesis,

  • 19. Seidl G., E. Viefhues, J. Berthellemy, I. Mangerig, R. Wagner, W. Lorenc, M. Kozuch, J.-M. Franssen, D. Janssen, J. Ikãheimonen, R. Lundmark, O. Hechler, N. Popa.: Research Fund for Coal and Steel, Contract N° RFSRCT- 2006-00030. 01/07/2006 – 30/06/2009. PreCo-Beam: Prefabricated enduring composite beams based on innovative shear transmission, Final Report [to be published by EC], 2009.

  • 20. Thomann M.: Connéxions par Adhérence pour les Ponts Mixtes Acier- Béton. École Polytechnique Fédéral de Lousanne, Thésis Nr 3381, 2005.

  • 21. Untersuchungen zum Trag- und Verformungsverhalten von Verbundmitteln unter ruhender und nichtruhender Belastung bei Verwendung hochfester Werkstoffe, AiF 13867N, FOSTA P621, Abschlussbericht, RWTH Aachen 2007.

  • 22. Wurzer O.: Zur Trãgfãhigkeit von Betondübeln, Dissertation, Universitãt der Bundeswehr, München 1998.

  • 23. Valente I., Cruz P.J.S.: Experimental analysis of Perfobond shear connection between steel and lightweight concrete, Journal of Constructional Steel Research 60, 2004, 465-479. [Crossref] [Web of Science]

  • 24. Zapfe C.: Trag- und Verformungsverhalten von Verbundtrãgern mit Betondübeln zur Übertragung der Lãngsschubkrãfte, Dissertation, Universitãt der Bundeswehr, München 2001.

About the article

*Wroclaw University of Technology, Faculty of Civil Engineering, Wybrzeże Wyspiañskiego 27, 50-377 Wroclaw, Poland, tel.+48713203766


Received: 2014-11-03

Published Online: 2015-03-01



Citation Information: Civil And Environmental Engineering Reports, ISSN (Online) 2450-8594, ISSN (Print) 2080-5187, DOI: https://doi.org/10.1515/ceer-2014-0032. Export Citation

© 2014 Antoni Biegus and Wojciech Lorenc. This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License. (CC BY-NC-ND 3.0)

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