DOI QR코드

DOI QR Code

An experimental study of connections between I-beams and concrete filled steel tubular columns

  • De Nardin, Silvana (Department of Structural Engineering, University of Sao Paulo at Sao Carlos) ;
  • El Debs, Ana Lucia H.C. (Department of Structural Engineering, University of Sao Paulo at Sao Carlos)
  • 투고 : 2004.04.03
  • 심사 : 2004.07.27
  • 발행 : 2004.08.25

초록

Frame composed of concrete-filled steel tubular columns and I-shaped steel beam has been researched in order to development reasonable connection details. The present paper describes the results of an experimental program in four different connection details. The connection details considered include through-bolt between I-shaped steel beams and concrete-filled steel tubular columns and two details of welded connections. One of the welded connection details is stiffened by angles welded in the interior of the profile wall at the beam flange level. The specimens were tested in a cruciform loading arrangement with variable monotonic loading on the beams and constant compressive load on the column. For through-bolt details, the contribution of friction and bearing were investigated by embedding some of the bolts in the concrete. The results of the tests show that through-bolt connection details are very ductility and the bearing is not important to the behavior of these moment connections. The angles welded in the interior of the profile wall increase the strength and stiffness of the welded connection detail. In addition, the behavior curves of these connections are compared and some interesting conclusions are drawn. The results are summarized for the strength and stiffness of each connection.

키워드

참고문헌

  1. Azizinamini, A. and Prakash, B. (1993),"A tentative design guideline for a new steel beam connection detail to composite profile column", Eng. J., 31(1), 108-115.
  2. Bernuzzi, C., Gadotti, F. and Zandonini, R. (1995),"Semi-continuity in slim floor steel - concrete composite systems", Proceedings of the IST European Conference on Steel Structures (Eurosteel'95), Athens-Greece, 287-294.
  3. De Nardin, S. and El Debs, A.L.H.C. (2002),"Ligacoes entre pilares preenchidos e vigas metalicas: alternativas", Proceedings of the 30 Jornadas Sul-Americanas de Engenharia Estrutural. Brasilia, 15p. (CD-ROM).
  4. De Nardin, S. (2003),"Concrete filled steel profiles: a study of combined bending and compression and beamcolumn connections", Doctoral Thesis. The School of Engineering at Sao Carlos, University of Sao Paulo, Sao Carlos, 323p. (in Portuguese).
  5. France, J.E., Davison, J.B. and Kirby, P.A. (1999),"Moment-capacity and rotational stiffness of endplate connections to concrete-filled tubular columns with flowdrilled connectors", J. of Constructional Steel Research, 50, 35-48. https://doi.org/10.1016/S0143-974X(98)00237-5
  6. Malaska, M., Makelainen, P., Leskela, M.V. and Mononen, T. (2001),"A new composite slim floor system", Proceedings of the 9th Nordic Steel Construction Conference. Helsinki, 179-186.
  7. Oh, Y., Shin, K., Lee, M. and Moon, T. (1995),"A study on the bending behavior of connections for empty and concrete-filled box steel column and H-beam by stiffened triangular plates", Proceedings of the PSSC'95 4th Pacific Structural Steel Conference. Singapore, 57-64.
  8. Prion, H.G.L. and Mclellan, A.B. (1994),"Through-bolt connections for concrete-filled hollow structural steel sections", Proceedings of the Annual Task Group Technical Session, Bethlehem, 239-250.
  9. Ricles, J.M., Le-Wu, L., Sooi, T.K., Vermaas, G.W. and Graham, W.W. (1995),"Seismic performance of concrete filled profile columns-to-WF beam moment connections". Proceedings of the 1995 Annual Technical Session. Kansas, 83-102.
  10. Vandegans, D. and Janss, J. (1995),"Connection between steel and concrete filled R.H.S based on the stud technique", Proceedings of the 1995 Annual Technical Session. Kansas, 67-76.

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