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Influence of corrugation depth on lateral stability of cold-formed steel beams of corrugated webs

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The beams of thin corrugated web afford a significant weight reduction compared with hot-rolled or welded ones. In the initial solutions, the flanges are made of flat plates, welded to the sinusoidal web sheet, requiring a specific welding technology. A new solution is proposed by the authors, in which the beam is composed by a web of trapezoidal cold-formed steel sheet and flanges of back-to-back lipped channel sections. For connecting flanges to the web self-drilling screws are used. The paper summarizes the experimental and numerical investigations carried out at the CEMSIG Research Centre (www.ct.upt.ro/centre/cemsig/) of the Politehnica University of Timisoara and, at the end, presents the influence of corrugation depth of web on the lateral stability of the beams.
Rocznik
Strony
104--111
Opis fizyczny
Bibliogr. 31 poz., rys., tab., wykr.
Twórcy
autor
  • Department of Steel Structures and Structural Mechanics, Politehnica University of Timisoara, Romania
autor
  • Department of Steel Structures and Structural Mechanics, Politehnica University of Timisoara, Romania
Bibliografia
  • 1. Abbas H.H., Sause R., Driver R.G. (2006), Behavior of corrugated web I-girders under in-plane loads, Journal of Engineering Mechanics, ASCE, 132(8), 806-814.
  • 2. Abbas H.H., Sause R., Driver R.G. (2007), Analysis of flange transverse bending of corrugated web I-girders under in-plane loads, Journal of Structural Engineering, 133(3), 347-355.
  • 3. Briskham P., Blundell N., Han L., Hewitt R., Young K., Boomer D. (2006), Comparison of self-pierce riveting, resistance spot welding and spot friction joining for aluminium automotive sheet, SAE Technical Paper 2006-01-0774, doi:10.4271/2006-01-0774.
  • 4. Dubina D., Ungureanu V. and Gîlia L. (2014), Cold-formed steel beams of corrugated web and built-up section chords, Proceedings of the 7th European Conference on Steel and Composite Structures - EUROSTEEL 2014, 10-12/09, 429-430.
  • 5. Dubina D., Ungureanu V., Gîlia L. (2015), Experimental investigations of cold-formed steel beams of corrugated web and built-up section for flanges, Thin-Walled Structures, 90, 159–170.
  • 6. Dubina D., Ungureanu V., Gîlia, L. (2013), Cold-formed steel beams with corrugated web and discrete web-to-flange fasteners, Steel Constructions – Design and Research, 6(2), 74–81.
  • 7. Guenfoud N., Tremblay R., Rogers C.A. (2010), Arc-Spot Welds for Multi-Overlap Roof Deck Panels, Twentieth International Specialty Conference on Cold-Formed Steel Structures, 535-549.
  • 8. Jiho M., Jong W., Byung H.C., Hak-Eun L. (2009), Lateral-torsional buckling of I-girder with corrugated webs under uniform bending, Thin Walled Structures, 47(1), 21-30.
  • 9. Kazemi Nia Korrani H.R., Molanaei S. (2010), The Effects of the Corrugation Profiles of the Web on the Lateral-Torsional Buckling Strength of the Inelastic I-Girder, World App. Sci. Journal, 8(5), 527-530.
  • 10. Kövesdi B., Jáger B., Dunai L. (2012), Stress distribution in the flanges of girders with corrugated webs, Journal of Constructional Steel Research, 79, 204–215.
  • 11. Landolfo R., Mammana O., Portioli F., Di Lorenzo G., Guerrieri M.R. (2009), Experimental investigation on laser welded connections for built-up cold-formed steel beams, Journal of Constructional Steel Research, 65, 196–208.
  • 12. Landolfo R., Mammana O., Portioli F., Di Lorenzo G., Guerrieri, M.R. (2008), Laser welded built-up cold-formed steel beams: Experimental investigations, Thin-Walled Structures. 46(7-9), 781- 791.
  • 13. Moon J., Yi J., Choi B.H., Lee H.-E. (2008), Shear strength and design of trapezoidally corrugated steel webs, Journal of Constructional Steel Research, 65(5), 1198–1205.
  • 14. Moon, J., Lim, N.H., Lee, H.E. (2013), Moment gradient correction factor and inelastic flexural–torsional buckling of I-girder with corrugated steel webs, Thin-Walled Structures, 62, 18–27.
  • 15. Neagoie B., Ungureanu V., Dubina D. (2005), Beams with coldformed steel sections for flanges and corrugated web (in Romanian), Stability and Ductility of Steel Structures – Recent research, Academic Days, Timisoara, Romania, 27/05, 57-70.
  • 16. Pasternak H., Robra J., Kubieniec G. (2010), New proposals for EN 1993-1-5, Annex D: Plate girders with corrugated webs, Codes in Structural Engineering, Joint IABSE-fib Conference, Dubrovnik, Croatia, 2, 1365-1372.
  • 17. Sause R., Braxtan T.N. (2011), Shear strength of trapezoidal corrugated steel webs, Journal of Constructional Steel Research, 67(2), 223–236.
  • 18. Snow G. (2008), Strength of arc spot welds made in single and multiple steel sheets, MSc Thesis, Blacksburg, Virginia, USA.
  • 19. Wanniarachchi S. (2005), Flexural Behaviour of Cold-formed Steel Beams with Rectangular Hollow Flanges, PhD Thesis, School of Civ. Eng., Queensland University, Brisbane, Australia.
  • 20. Yi J., Gil H., Youm K., Lee H. (2008), Interactive shear buckling behavior of trapezoidally corrugated steel webs, Engineering Structures, 30(6), 1659–1666.
  • 21. Zhao W. (2005), Behaviour and design of cold-formed steel hollow flange sections under axial compression, PhD Thesis, School of Civ. Eng., Queensland Univ., Brisbane, Australia.
  • 22. ABAQUS/CAE v6.7.1 [Computer software]. ABAQUS Inc., Pawtucket, RI.
  • 23. ECCS 2008, The Testing of connections with mechanical fasteners in steel sheeting and sections, Publication 124, ECCS, Brussels, Belgium.
  • 24. EN ISO 6892-1:2009. Metallic materials - Tensile testing - Part 1: Method of test at room temperature. CEN, Brussels.
  • 25. EN1993-1-1:2005, Eurocode 3: Design of steel structures – Part 1-1: General rules and rules for buildings, CEN, Brussels.
  • 26. EN1993-1-3:2006, Eurocode 3: Design of steel structures. Part 1-3: General Rules. Supplementary rules for cold-formed thin gauge members and sheeting, CEN, Brussels.
  • 27. EN1993-1-5:2006, Eurocode 3: Design of steel structures – Part 1-5: Plated structural elements, CEN, Brussels.
  • 28. RFSR-CT-2007-00038, Prefabricated steel structures for low-rise buildings in seismic areas (Precasteel), Final report, Research Fund for Coal and Steel, 2013.
  • 29. US3444664A Patent, Ribbed web girder, Macomber Inc, Fink Jr. H. R., Scott V. P., http://www.google.com/patents/US3444664, 1967.
  • 30. WO 00/17463, International Patent Classification E04C 3/07 (2000). Modular H-beam, BEN-VAUTIER S.P.A., Italy.
  • 31. Zeman & Co GmbH, Corrugated Web Beam, Technical Document, 2013 (www.zeman-steel.com/).
Uwagi
PL
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę.
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Bibliografia
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