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Analysis of laterally restrained cold-formed C-shape purlins according to Vlasov theory

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This paper presents the results of theoretical and experimental research on channel purlins interacting with a cover made from corrugated sheets. Perfect (without pretorsion) cold-formed purlins and cold-formed purlins with geometric imperfections (permanent pretorsion or pointwise bracing with regard to torsion) were investigated. Appropriate solutions for the purlins subjected to simultaneous bending and torsion relative to a fixed axis of rotation were derived using the Bubnov–Galerkin method in both its full version and simplified (but sufficiently accurate for design purposes) version. As a result, direct relations for the linear and angular displacements of the purlins were obtained. The relationships can be used to calculate the forces and the strain in the purlins. The theoretical results were validated by experiments on a natural-scale roof fragment. Finally, practical conclusions were drawn from the research.
Rocznik
Strony
456--468
Opis fizyczny
Bibliogr. 24 poz., rys., tab., wykr.
Twórcy
autor
  • Institute of Building Engineering, Wrocław University of Technology, Wyspiańskiego 27, 50-370 Wrocław, Poland
autor
  • Institute of Building Engineering, Wrocław University of Technology, Wyspiańskiego 27, 50-370 Wrocław, Poland
autor
  • Wrocław University of Environmental and Life Sciences, The Faculty of Environmental Engineering and Geodesy, Institute of Building, pl. Grunwaldzki 24, 50-363 Wrocław, Poland
Bibliografia
  • [1] J.W.B. Stark, A.W. Tomà, Connections in thin-walled structures, in: J. Rhodes, A.C. Walker (Eds.), Developments in Thin-Walled Structures – 1, Applied Science Publishers, London, 1982, 159–203.
  • [2] R. Holtz, A. Kniese, Stahltrapezprofile mit Obergurtbefestigungen, Stahlbau 57 (1988) 71–79.
  • [3] B. Gosowski, E. Kubica, Laboratory Tests of Metal Structures, 4th ed., Wrocław University of Technology Publishing House, Wrocław, 2012 (in Polish).
  • [4] R. Sochor, Zur Kippstabilisierung von Pfetten und Riegeln durch leichte Umhüllungselemente, Bauingenieur 53 (1978) 331–336.
  • [5] J. Oxfort, P. Hildenbrand, Traglastversuch an durchlaufender C-Pfetten mit Aluminium-Trapezblechen als Dacheindeckung, Bauingenieur 46 (1971) 338–342.
  • [6] P. Hildenbrand, Versuche zur Kippsicherheit von durchlaufenden Pfetten mit dünnwandigen Stahltrapezblechen als Dacheindeckung, Bauingenieur 48 (1973) 334–337.
  • [7] B. Gosowski, E. Kubica, K. Rykaluk, Investigation of thin-walled channel purlin interacting with lightweight steel cover, Inżynieria i Budownictwo 38 (1981) 232–234 (in Polish).
  • [8] K. Stamm, Berechnung von Dachpfetten und Wandriegeln aus dünnwandigen Kaltprofilen mit S-Querschnitt, Stahlbau 48 (1979) 102–110, 384.
  • [9] J. Lindner, T. Gregull, Zur Berechnung von Pfetten aus Kaltprofilen, Stahlbau 58 (1989) 87–91.
  • [10] V.Z. Vlasov, Thin-Walled Elastic Members, 2nd ed., GIFML, Moscow, 1959 (in Russian).
  • [11] B. Gosowski, E. Kubica, K. Rykaluk, Beanspruchung einfeldriger dünnwandiger C-Pfetten, die mit Trapezblechen zusammenwirken, Stahlbau 52 (1983) 335–338.
  • [12] B. Gosowski, E. Kubica, K. Rykaluk, The effect of some imperfections on the stress of one-bay thin-walled channel purlins working together with corrugated plate-cover, Acta Technica Academiae Scientiarum Hungaricae 98 (1985) 295–307.
  • [13] L. Sokol, Stability of cold-formed purlins braced by steel sheeting, Thin-Walled Structures 25 (1996) 247–268.
  • [14] R.M. Lucas, F.G.A. Al-Bermani, S. Kitipornchai, Modelling of cold-formed purlin-sheeting systems: Part 1. Full model, Thin-Walled Structures 27 (1997) 223–243.
  • [15] R.M. Lucas, F.G.A. Al-Bermani, S. Kitipornchai, Modelling of cold-formed purlin-sheeting systems: Part 2. Simplified model, Thin-Walled Structures 27 (1997) 263–286.
  • [16] X.-T. Chu, R. Kettle, L.-Y. Li, Lateral-torsional buckling analysis of partial-laterally restrained thin-walled channel-section beams, Journal of Constructional Steel Research 60 (2004) 1159–1175.
  • [17] N.S. Trahair, Flexural-Torsional Buckling of Structures, Chapman and Hall, London/Glasgow/New York/Tokyo/ Melbourne/Madras, 1993.
  • [18] R.J. Garncarek, Bearing capacity of channel- and zed-sections braced by sheeting. Assessment of approximate method of calculations according to ENV 1993-1-3, Konstrukcje Stalowe 9 (5/57) (2002) 31–34 (in Polish).
  • [19] B. Gosowski, Spatial stability of braced thin-walled members of steel structures, Journal of Constructional Steel Research 59 (2003) 839–865.
  • [20] K. Roik, G. Albrecht, Beitrag zur Biegetorsion gerader, dünnwandiger Stäbe mit Zwangsdrillachse, Bauingenieur 53 (1978) 225–229.
  • [21] K. Roik, J. Carl, J. Lindner, Biegetorsionsprobleme gerader dünnwandiger Stäbe, Verlag W. Ernst & Sohn, Berlin/ München/Düsseldorf, 1972.
  • [22] B. Gosowski, Torsion and Bending of Open Braced Members of Metal Structures, Wrocław University of Technology Publishing House, Wrocław, 2004 (in Polish).
  • [23] PN-EN 1993-1-3, Design of Steel Structures – Part 1–3: General Rules _ Supplementary Rules for Cold-Formed Members and Sheeting, 2008 (in Polish).
  • [24] B. Gosowski, Non-uniform torsion of stiffened open thin-walled members of steel structures, Journal of Constructional Steel Research 63 (2007) 849–865.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-ec989105-27ae-4361-b94b-5d33d1b3977c
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