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Point Protection of Primary Beams of Steel Grillages Against Lateral Torsional Buckling

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EN
Abstrakty
EN
The paper deals with the analysis of lateral torsional buckling (LTB) of steel beams that are components of grillages. Such structures are constructed from primary substring beams and secondary coupling beams. One of the functions performed by secondary beams in grillages is point protection of primary beams against overall stability failure. Based on the LTB analysis of primary beams, the condition specified in the code PN-EN 1993-1-1 (EC-3) was verified. The condition concerns the maximum spacing of point lateral bracings that stabilise compression flanges of beams. Critical moments of LTB for those beams were determined employing two methods. The first method involved the use of equivalent (simplified) loading diagram and the author-developed analytic formula. The other method employed LTBeamN and Abaqus (FEM) software, in which the whole beam was modelled together with bracings. Beam loading diagrams most frequently used in engineering practice were taken into account. Coefficients of LTB were determined in accordance with EC-3. A good congruence of results was obtained, which confirmed the correctness of the equivalent (simplified) beam loading diagram. The condition specified in the code PN-EN 1993-1-1 (EC-3) was also confirmed.
Twórcy
  • Kielce University of Technology, Faculty of Civil Engineering and Architecture, al. Tysiąclecia Państwa Polskiego 7, 25-314 Kielce
  • Kielce University of Technology, Faculty of Civil Engineering and Architecture, al. Tysiąclecia Państwa Polskiego 7, 25-314 Kielce
Bibliografia
  • 1. Abaqus 6.12. PDF Documentation. Dassault Systèmes, 2012.
  • 2. Bijak R. The lateral buckling of simply supported unrestrained bisymmetric I-shape beams. Archives of Civil Engineering, LXI(4), 2015, 127–140.
  • 3. Bogucki W. and Żyburtowicz M. Tables for design of metal structures. Arkady, 2010. (in Polish)
  • 4. [4] Eurocode 3: Design of steel structures. Part 1.1: General rules and rules for buildings; English version ENV 1993–1-1, April 1992 ed.
  • 5. Eurocode 3: Design of steel structures. Part 1.1: General rules and rules for buildings; Polish version PN-EN 1993–1-1, June 2006 ed.
  • 6. Galéa Y. Moment critique de déversement élastique de poutres fléchies. Présentation du logiciel LTBEAM. Revue Construction Métallique. CTICM, 40(2), 2003, 47–76.
  • 7. Kuhlmann U. Stahlbau Kalender: Stabilität, Membrantragwerke. Ernst & Sohn, 2009.
  • 8. Lee H.E., Nguyen C.T., Moon J.H. and Joo H.S. Lateral-torsional buckling of discretely-braced i-girder. Procedia Engineering, 14, 2011, 264–271.
  • 9. Pałkowski Sz. and Popiołek K. Analysis of lateral torsional buckling of steel beams according to PNEN 1993–1-1. Inżynieria i Budownictwo, 64(6), 2008, 299–302. (in Polish)
  • 10. Piotrowski R. and Szychowski A. Applying the energy method and polynomials to the determination of the critical buckling moments in beams. Konstrukcje betonowe i metalowe, WU UTP w Bydgoszczy, 2015, 249–257. (in Polish)
  • 11. Serna M.A., López A., Puente I. and Yong D.J. Equivalent uniform moment factors for lateraltorsional buckling of steel members. Journal of Constructional Steel Research, 62, 2006, 566–580.
  • 12. Stroetmann R. Lateral torsional and distortional buckling of cross-connected beams. Proc. of 8th International Conference on Advances in Steel Structures, Lisbon, Portugal 2015, 1–12.
  • 13. Trahair N.S., Bradford M.A., Nethercot D.A. and Gardner L. The behavior and design of steel structures to EC3. Taylor & Francis, 2008.
  • 14. Yura J. Fundamentals of beam bracing. Engineering Journal, 1, 2001, 11–26.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-375dd190-4a8b-48e1-a2ee-b0d932e30175
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