Steel and Composite Structures

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Behaviour evaluation of shear connection by means of shear-connection strips

  • Rovnak, Marian (Technical University of Kosice, Faculty of Civil Engineering) ;
  • Duricova, Antonia (Technical University of Kosice, Faculty of Civil Engineering)
  • Published : 2004.06.25
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Abstract

Comparison of behaviour of shear connections by means of shear-connection strips (perfobond and comb-shaped strips) and headed studs under static and repeated loading, possible failure modes of concrete dowels and ways of the quantitative differentiation of some failure modes are described in the paper. The article presents a review of knowledge resulting from the analysis of shear-connection effects based on tests of perfobond and comb-shaped strips carried out in the laboratories of the Faculty of Civil Engineering of the Technical University of Kosice (TU of Kosice) in Slovakia and their comparison with results obtained by other authors.

Keywords

References

  1. Andra, H.P. (1985),"Neuartige Verbundmittel fur den Anschluss von Ortbetonplatten an Stahltrager", Beton- und Stahlbetonbau, 80(12), 325-328. https://doi.org/10.1002/best.198500580
  2. Andra, H.P. (1990),"Economical shear connectors with high fatigue strength", IABSE Symp. Report Mixed Structures, including New Materials, Brussels.
  3. Antunes, P.J. (1988),"Behaviour of perfobond rib shear connector in composite beams", Thesis (B.Sc.), University of Saskatchewan, Saskatoon, Canada.
  4. Breuninger, U. (2001),"Design of lying studs with longitudinal shear force", RILEM Proc. of Inter. Symp. on Connections between Steel and Concrete, 2, Stuttgart, September.
  5. Duricova, A., Rovnak, M. and Nad, L. (1998),"Comparison of shear connections by means headed studs and perfobond strip", Stavebni obzor, 7(10), 295-298.
  6. Ebina, T., Tategami, H., Uehira, K. and Sonoda, K. (2002),"Mechanical characteristics of connection between concrete slabs and corrugated steel webs", Proc. of the first Fib Congress, Osaka, October.
  7. Fontana, M., Beck, H. and Bartschi, R. (2001),"Experimental investigations on the behaviour of strip shear connectors with powder actuated fasteners", RILEM Proc. of Inter. Symp. on Connections between Steel and Concrete, 2, Stuttgart, September.
  8. Furtak, K. (1999),"Experimental and theoretical resistances of perfobond strips", Inzinierske Stavby, 47(5), 166- 169 (in Slovak).
  9. Galjaard, J.C., Walraven, J.C. and Stark, J.W.B. (1992),"Behaviour of (new) shear connectors", Concrete Structures Group, Delft University of Technology, Netherland.
  10. Hanswille, G., Jost, K., Schmitt, Ch. and Trillmich, R. (1988),"Experimentalle Untersuchungen zur Tragfahigkeit von Kopfbolzendubeln mit grossen Schaftdurchmessern", Stahlbau, 67(7), 555-560.
  11. Hegger, J., Sedlacek, G., Doinghaus, P. and Trumpf, H. (2001),"Studies on the ductility of shear connectors when using high-strength steel and high-strength concrete", RILEM Proc. of Inter. Symp. on Connections between Steel and Concrete, 2, Stuttgart, September.
  12. Ikeda, H., Ashiduka, K., Ichinomiya, T., Okimi, Y., Yamamoto, T. and Kano, M. (2002),"A study on design method of shear buckling and bending moment for prestressed concrete bridges with corrugated steel webs", Proc. of the first Fib Congress, Osaka, October.
  13. Ikeda, H., Katsuma, Y., Sekii, K. and Ito, Y. (2002),"Design of PC corrugated-steel-web box girder bridges of nabeta-west", Proc. of the first Fib Congress, Osaka, October.
  14. Kato, B. et al. (1985),"Composite beams using newly developed H-shaped steel with protrusions", JVBHSymposium Steel in Building, September.
  15. Klaiber, F.W. and Wipf, T.J. (2000),"An alternate shear connector for composite action", Proc. Mid-Continent Transportation Symposium, Ames University, Iowa, May.
  16. Kosa, K., Kobayashi, H., Jiandong, Z. and Fujibayashi, K. (2002),"Deformation capacity of prestressed concrete bridges with corrugated steel plate-web connection", Proc. of the first Fib Congress, Osaka, October.
  17. Kraus, D. and Wurzer, O. (1997),"Bearing capacity of concrete dowels", Conf. Report on Composite Construction Conventional and Innovative, Insbruck, September.
  18. Kuhlmann, U. and Breuninger, U. (1998),"Zur Tragfahigkeit von horizontal liegenden Kopfbolzendubeln", Stahlbau, 67(7), 547-554. https://doi.org/10.1002/stab.199801910
  19. Leonhardt, F. (1951),"Die Autobahnbrucke uber den Rhein bei Koln-Rodenkirchen", Die Bautechnik, 28(1), 289-291.
  20. Leonhardt, F., Andra, W. and Harre, W. (1987),"Neues, vorteilhaftes Verbundmittel fur Stahlverbund-Tragwerke mit hoher Dauerfestigkeit", Beton- und Stahlbetonbau, 82(12), 325-331. https://doi.org/10.1002/best.198700500
  21. Machacek, J. and Studnicka, J. (1999),"Stahlbetonverbundtrager mit Perfobond-Leiste", Stahlbau, 68(1), 9-14. https://doi.org/10.1002/stab.199900030
  22. Machacek, J. and Studnicka, J. (2002),"Perforated shear connectors", Steel Comp. Struct., 2(1), 51-66. https://doi.org/10.12989/scs.2002.2.1.051
  23. Nad, L., Duricova, A. and Rovnak, M. (1997),"Composite steel-concrete bridges with non-traditional shear connectors", Inzinierske stavby, 45(1), 18-23.
  24. Oguejiofor, E.C. and Hosain, M.U. (1992),"Perfobond rib connectors for composite beams", Proc. Engrg. Foudation Conf. on Composite Construction in Steel and Concrete II, Potosi, Missouri, June.
  25. Oguejiofor, E.C. and Hosain, M.U. (1994),"Research on perfobond rib shear connector: An update", Proc. of the 4th ASCCS Inter. Conf. Steel-Concrete Composite Structures, Kosice, Slovakia, June.
  26. Pivonka, P., Lackner, R. and Mang, H.A. (2001),"Numerical investigations of headed studs with inclined shoulder", RILEM Proc. of Inter. Symp. on Connections between Steel and Concrete, 2, Stuttgart, September.
  27. Poot, S. (2001),"Perfo-bond connection and tests", RILEM Proc. Connections between Steel and Concrete, 2, Stuttgart, September.
  28. Roberts, W.S. and Heywood, R.J. (1992),"Shear connector for composite structures", Physical Infrastructure Centre Digest, 3(2), 1-3.
  29. Roberts, W.S. and Heywood, R.J. (1995),"Development and testing of a new shear connector for steel concrete composite bridges", Proc. Fourth Inter. Bridge Engrg. Conference, San Francisco, California, August.
  30. Roik, K. and Hanswille, G. (1987),"Zur Dauerfestigkeit von Kopfbolzendubeln bei Verbundtragern", Bauingenieur, 62, 273-285.
  31. Rovnak, M., Duricova, A., Gimerska, Z. and Kundrat, K. (1996),"Perfobond strip in composite steel-concrete bridges", Research-work report, No. VTP 0402840506, Kosice, Slovakia, December (in Slovak).
  32. Rovnak, M. and Duricova, A. (1998),"Tests of comb-shaped strips", Research-work report, No. VTP 0402840506, Kosice, Slovakia, December (in Slovak).
  33. Rovnak, M., Duricova, A. and Ivanco, V. (2000),"Non-traditional shear connections in steel-concrete composite structures", Proc. of 6th ASCCS Conf. Composite and Hybrid Structures, 1, Los Angeles, March.
  34. Sakurada, M., Yoda, T., Ashiduka, K. and Ohura, T. (2001),"Development and appliction of embedded connection", RILEM Proc. of Inter. Symp. on Connection between Steel and Concrete, 2, Stuttgart, September.
  35. Schleich, J. (2001),"Development and application of saw-tooth connections for composite structures", RILEM Proc. of Inter. Symp. on Connections between Steel and Concrete, 2, Stuttgart, September.
  36. Schmid, V. (2001),"Geometry, behaviour and design of high capacity saw-tooth connections", RILEM Proc. of Inter. Symp. on Connections between Steel and Concrete, 2, Stuttgart, September.
  37. Studnicka, J., Machaeek, J. and Peleska, K. (1996),"New shear connectors for composite steel-concrete structures", Stavebni obzor, 5(2), 42-45 (in Czech).
  38. Studnicka, J. (2003),"Tests of perforated strips under repeated loading", Stavebni obzor, 12(7), 197-200 (in Czech).
  39. Sugimoto, I., Murata, K., Hiraoka, C. and Mizoe, Y. (2003),"Fatique durability of shinkansen bridge with corrugated steel web", IABSE Symp. Report Strustures for High-Speed Railway Trasportation, Antwerp, August.
  40. Ushijima, Y., Hosaka, T., Mitsuki, K., Watanabe, H., Tachibana, Y. and Hiragi, H. (2001),"An experimental study on shear characteristics of perfobond strip and its rational strenght equations", RILEM Proc. of Inter. Symp. on Connections between Steel and Concrete, 2, Stuttgart, September.
  41. Veldana, M. R. and Hosain, M. U. (1992),"Behaviour of perfobond rib shear connectors in composite beams: push-out tests", Canadian J. Civ. Eng., 19(1), 1-10. https://doi.org/10.1139/l92-001
  42. STN 73 2089 (1961),"Rules for design of composite steel and concrete girders", Slovak Standard, Bratislava, Slovakia (in Slovak).
  43. ENV 1994-1-1 (1994),"Design of composite steel and concrete structures, Part 1-1: General rules and rules for building", CEN, Brussels.

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