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Experimental behaviour of end plate i-beam to concrete-filled rectangular hollow section column joints

Wybrane pełne teksty z tego czasopisma
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The behaviour of joints in steel rectangular hollow sections filled with concrete is frequently governed by the deformability of the column face loaded in bending. A good estimate of the joint moment-rotation response relies on the knowledge of the behaviour of this component, yet to be fully characterized. With the objective of providing design procedures for this type of joints within the framework of the component method, already adopted by Eurocode 3 to assess the moment-rotation behaviour of joints, an experimental study on test specimens loaded under monotonic loading is presented. Test setup, tested geometries, instrumentation and a description of the behaviour are described in detail, focusing on the column face stress distribution and deformation pattern. The moment-rotation curves and the resulting models to establish the force-displacement curves are presented. Finally, the paper closes with a discussion of the influence of the main geometrical parameters on the joint behaviour.
Rocznik
Strony
63--80
Opis fizyczny
Bibliogr. 23 poz., rys., tab., wykr.
Twórcy
autor
  • Civil Engineering Department, University of Coimbra Polo II - Pinhal de Marrocos, 3000 Coimbra, PORTUGAL
  • Civil Engineering Department, University of Coimbra Polo II - Pinhal de Marrocos, 3000 Coimbra, PORTUGAL
  • Structural Engineering Department UERJ - State University of Rio de Janeiro, BRAZIL
Bibliografia
  • [1] Ballerini M. and Kol A. (1996): Shear capacity of blind bolted connections for RHS steel structural element, In: Tubular Structures VII (J. Farkas and K. Jarmai, Eds.). - Rotterdam: Balkema, pp.99-106.
  • [2] Barnett T., Tizani W. and Nethercot D.A. (2002): Blind bolted moment resisting connections to structural hollow sections. - Connections in Steel Structures IV - Behaviour Strength and Design, Proc. Fourth International Workshop, October 2000, Roanoke, Virginia, USA, AISC/ECCS, pp.340-348.
  • [3] British Steel Tubes and Pipes (1995): SHS Jointing - Flowdrill and Hollobolt. - (Ref TD 384.12E.95), British Steel Tubes and Pipes, Corby, England.
  • [4] Chen W.F and Lui E.M. (1988): Static web moment connections. - Journal of Constructional Steel Research, vol. 10, pp.89-131.
  • [5] Dutta D., Wardenier J., Yeomans N., Sakae K., Bucak O. and Packer J. (1999): Guide de dimensionnement pour la fabrication, Vassemblage et le montage des structures en profils creux. - Série CIDECT “Construire avec des profiles creux”, Publication No.7, Verlag TÜV Rheinland, Kôln.
  • [6] Eurocode 3 (2003): Design of Joints, Eurocode 3: Design of Steel Structures. - Stage 34 Draft, prEN - 1993-1-8: 20xx, Part 1.8, January 31, 2003, CEN, European Committee for Standardization, Brussels.
  • [7] France J.E. (1997): Bolted Connections Between Open Section Beams and Box Columns. - Ph.D. Thesis, University of Sheffield, U.K.
  • [8] Gomes F.C.T. (1996): Moment capacity of beam-to-column minor-axis joints. - Proceedings of the IABSE International Colloquium on Semi-Rigid Structural Connections, September 1999, Istanbul, Turkey, pp.319-326.
  • [9] Korol R.M., Ghobarah A. and Mourad S. (1993): Blind bolting W-Shape beams to HSS columns. - Journal of Structural Engineering, vol. 119, No. 12, pp.3463-3481.
  • [10] Kosteski N. and Packer J.A. (2003): Welded tee-to-HSS connections. - Journal of Structural Engineering, vol. 129, No.2, pp.151-159.
  • [11] Lu L.H., Puthli R.S. and Wardenier J. (1993): Semi-rigid connections between plates and rectangular hollow section columns. - Proceedings of the Fifth International Symposium on Tubular Connections, August 1993, Nottingham, UK, E&FN Spon, London, pp.723-731.
  • [12] Lu L.H. and Wardenier J. (1998): The ultimate strength of l-beam to RHS column connections. - Journal of Constructional Steel Research, vol.46, No. 1-3, pp. 139.
  • [13] Maquoi R., Naveau X. and Rondal, J. (1983): Assemblages de charpente métallique basés sur la technique du goujonnage. - Centre de Researches Scientifiques et Techniques de L’Industrie des Fabrications Métalliques (CRIF), Memoire Technique (MT) 152, Bruxelles.
  • [14] Mourad S., Korol R.M. and Ghobarah A. (1996): Design of extended end-plate connections for hollow section columns. - Canadian Journal of Civil Engineering, vol.23, pp.277-286.
  • [15] Neves L.F.C, Silva L.A.P.S. and Vellasco P.C.G.S. (2002): Experimental behaviour of end plate l-beam to concrete- Jilled rectangular hollow section column joint. - Proc. of the Third International Conf. on Advances in Steel Structures (ICASS '02), December 9-11, Hong Kong, 2002, pp.253-260.
  • [16] Neves L.F.C, Silva L.A.P.S. and Vellasco P.C.G.S. (2003): Experimental behaviour of end plate I-beam to concrete- filled rectangular hollow section column joints under cyclic loading. - Proc. of the Fourth International Conf. on the Behaviour of Steel Structures in Seismic Areas (STESSA ’03), June 9-12, 2003, Naples, Italy, pp.277-283.
  • [17] Neves L.F.C. (1996): Semi-rigid Connections in Steel Structures. Assessment of Stiffness for Minor-axis Geometries. - M.Sc. Thesis, University of Coimbra, Coimbra, Portugal (in Portuguese).
  • [18] Neves L.F.C. and Gomes F.C.T. (1996): Semi-rigid behavior of beam-to-column minor-axis joints. - Proceedings of the IABSE International Colloquium on Semi Rigid Structural Connections, September 1996, Istanbul, Turkey, pp.207-216.
  • [19] Packer J.A. (1993): Moment connections between rectangular hollow sections. - Journal of Constructional Steel Research, vol.25, pp.63-81.
  • [20] Silva L.A.P.S., Neves L.F.C. and Gomes F.C.T. (2003): Rotational stiffness of rectangular hollow sections composite joints. - Journal of Structural Engineering, vol. 129, No.4, pp.487-494.
  • [21] Vandegans D. (1995): Liaison entre poutres métalliques et colonnes en profils creux remplis de béton, basée sur la technique du goujonnage (goujons filetés). - Centre de Researches Scientifiques et Techniques de L’Industrie des Fabrications Métalliques (CRIF), Memoire Technique (MT) 193, Bruxelles.
  • [22] Vandegans D. (1996): Application de la méthode des composantes selon VEurocode 3 aux assemblages par goujons filetés dans le cas de profils creux remplis de béton. - Construction Métallique, No.3, pp.25-37.
  • [23] Weynand K., Jaspart J.P. and Steenhuis M. (1995): The stiffness model of revised Annex J of Eurocode 3, In: Connections in Steel Strctures III (R. Bjorhovde, A. Colson and Zandonini, Eds.). - Proc. of the 3rd Intern. Workshop on Connections, May 8-31, 1995, Trento, pp.441-452.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPZ2-0007-0005
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