PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

The numerical investigation of thin-walled beams with modified C-sections

Autorzy
Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Demand for thin-walled structures has been increasing for many years. Cold-formed, thin-walled channel beams are the subject of presented research. The local elastic buckling and limit load of these beams subjected to pure bending are investigated. This study includes numerical investigation called the Finite Strip Method (FSM). The presented results give a deep insight into behaviour of such beams and may be used to validate analytical models. The number of works devoted to the theory of thin-walled structures has been steadily growing in recent years. It means that is an increasing interest in practical methods of manufacturing cold-formed thin-walled beams with complicated cross-sections, including also beams with web stiffeners. The ratio of transverse dimensions of beam to its wall-thickness is high, therefore, thin-walled beams are prone to local buckling that may interact with other buckling modes. The stability constraints should be always considered when using cold-formed thin-walled beams.
Rocznik
Tom
Strony
57--66
Opis fizyczny
Bibliogr. 39 poz., rys., tab.
Twórcy
autor
  • Poznan University of Technology, Division of Strength of Materials and Structures, Institute of Applied Mechanics, 60-965 Poznan, Poland
Bibliografia
  • [1] Ungureanu V., Dubina D., Sensitivity to Imperfections of Perforated Pallet Rack Sections, Mechanics and Mechanical Engineering, 17(2) (2013) 207-220.
  • [2] Rasmussen K.J.R., Hancock G.J., Geometric imperfections in plated structures subject to interaction between buckling modes, Thin-Walled Structures, 6 (1988) 433-452.
  • [3] SudhirSastry Y.B., Krishna Y., Budarapu P.R., Parametric studies on buckling of thin walled channel beams, Computational Materials Science, 96 (2015) 416-424.
  • [4] Bienias J., Gliszczynski A., P. Jakubczak., Kubiak T., Majerski K., Influence of autoclaving process parameters on the buckling and postbucklingbehaviour of thin-walled channel section beams, Thin-Walled Structures, 85 (2014) 262-270.
  • [5] Chen Y., Chen X., Wang C., Experimental and finite element analysis research on cold-formed steel lipped channel beams under web crippling, Thin-Walled Structures, 87(4) (2015) 1-52.
  • [6] Magnucki K., Paczos P, Optimal theoretical shape optimization of cold-formed thin-walled channel beams with drop flanges in pure bending, Journal of Construction Steel Research, 65 (2009) 1731-1737.
  • [7] Belingardi G., Scattina A., Experimental investigation on the bending behaviour of hybrid and steel thin walled box beams - The role of adhesive joints, International Journal of Adhesion & Adhesives, 40 (2013) 31-37.
  • [8] Biegus A., Czepiżak D., Experimental investigations on combined resistance of corrugated sheets with strengthened cross-sections under bending and concentrated load, Thin-Walled Structures, 46 (2008) 303-309.
  • [9] Paczos P., Wasilewicz P., Experimental investigations of buckling of lipped, cold-formed thin-walled beams with I section, Thin-Walled Structures, 47 (2009) 1354-1362.
  • [10] Mahendran M., Jeyaragan M., Experimental investigation of the new built-up litesteel beams. Proc. 5th Int. Conference on Thin-Walled Structures, Vol.1,M. Mahendran (Editor) Queensland University of Technology, Brisbane, Australia, ICTWS, 18-20 June 2008, pp. 433-441.
  • [11] Magnucka-Blandzi E., Magnucki K., Buckling and optimal design of cold-formed thin-walled beams: review of selected problems, Thin-Walled Structures, 49 (2011) 554-561.
  • [12] Magnucka-Blandzi E., Paczos P., Wasilewicz P., Buckling study of thin-walled channel beams with double-box flanges in pure bending, Blackwell Publishing Ltd. Strain, An Intl Journal for Experimental Mechanics, 48 (2012) 317-325.
  • [13] Magnucki K., Paczos P, Kasprzak J., Elastic buckling of cold-formed thin-walled channel beams with drop flanges, Journal of Structural Engineering-ASCE ,136(7) (2010) 886-896.
  • [14] Paczos P., Experimental and numerical (FSM) investigations of thin-walled beams with double-box flanges, Journal of Theoretical and Applied Mechanics, 51(2) (2013) 497-504.
  • [15] Paczos P, Experimental investigations of thin-walled C-beams with nonstandard flanges, Journal of Constructional Steel Research, 93 (2014) 77-87.
  • [16] Debski H., Kubiak T., Teter A., Experimental investigation of channel-section composite profiles behaviour with various sequences of plies subjected to static compression, Thin-Walled Structures, 71 (2013) 147-154.
  • [17] Kolakowski Z., Mania R.J., Semi-analytical method versus the FEM for analyzing of the local post-buckling of thin-walled composite structures, Composite Structures, 97 (2013) 99-106.
  • [18] Loughlan J., Yidris N., Jones K., The failure of thin-walled lipped channel compression members due to coupled local-distortional interactions and material yielding, Thin-Walled Structures, 61 (2012) 14-21.
  • [19] Luo Hong-Guang, Guo Yao-Jie, Ma Shi-Cheng, Distortional buckling of thin-walled inclined lipped channel beams bending about the minor axis, Journal of Constructional Steel Research, 67 (2011) 1884-1889.
  • [20] Camotim D., Dinis P.B., Coupled instabilities with distortional buckling in cold-formed steel lipped channel columns, Stability of Structures XIITH Symposium, Zakopane 7 -11 September 2009, Technical University of Lodz, 13-32.
  • [21] Silvestre N., Camotim D., On the mechanics of distortion in thin-walled open sections, Thin-Walled Structures, 48 (2010) 469-481.
  • [22] Trahair N.S., Buckling analysis design of steel frames, Journal of Constructional Steel Research, 65 (2009) 1459-1463.
  • [23] Adany S., Schafer B.W., Buckling mode decomposition of single-branched open cross-section members via finite strip method: Derivation, Thin-Walled Structures, 44 (2006) 563-584.
  • [24] Magnucki K., Rodak M., Lewinski J., Optimization of mono- and anti-symmetrical I-section of cold-formed thin-walled beams, Thin-Walled Structures, 44 (2006) 832-836.
  • [25] Loughlan J., Yidris N., The post-local buckling mechanics and ultimate carrying capability of uniformly compressed thin-walled I-section struts and columns, Stability of Structures, XIITH Symposium, Zakopane 7 -11 September 2009, Technical University of Lodz, pp. 33-48.
  • [26] Magnucki K., Magnucka-Blandzi E.,Variational design of open cross section thin-walled beam under stability constraints, Thin-Walled Structures, 35(3) 1999 185-191.
  • [27] Magnucki K., Monczak T., Optimum shape of the open cross section of thin-walled beams. Engineering Optimization, 32(3) (2000) 335-351.
  • [28] Magnucki K., Mackiewicz M., Lewiński J., Optimal design of a mono-symmetrical open cross section of a cold-formed beam with cosinusoidally corrugated flanges, Thin-Walled Structures, 44(5) (2006) 554-562.
  • [29] CEN, European Committee for Standardisation, EN 1993-1-3: Eurocode 3 - Design of Steel Structures - Part 1-3: General rules - Supplementary rules for cold-formed members and sheeting, 2006.
  • [30] Adany S., Schafer B.W., Buckling mode decomposition of single-branched open cross-section members via finite strip method: Derivation, Thin-Walled Structures, 44 (2006) 563-584.
  • [31] Li Z., Schafer B.W., Application of the finite strip method in cold-formed steel member design, Journal of Constructional Steel Research, 66 (2010) 971-980.
  • [32] Beregszászi Z., Ádány S., The Effect of Rounded Corners of Cold-Formed Steel Members in the Buckling Analysis via the Direct Strength Method, Proceedings of the twelfth International Conference on Civil, Structural and Environmental Engineering Computing, Edited by: B.H.V. Topping. L.F., Costa Neves and R.C. Barros, 2009, Paper 36.
  • [33] Adany S ., Joo A.L., Schafer B.W., Buckling mode identification of thin-walled members by using cFSM base functions, Thin- Walled Structures, 48 (2010) 806-817.
  • [34] Djafour M., Djafour N., Megnounif A., Kerdal D.E., A constrained finite strip method for open and closed cross-section members, Thin-Walled Structures, 48 (2010) 955-965.
  • [35] Chu T.X., Ye Z., Li L., Kettle R., Local and distortional buckling of cold-formed zed-section beams under uniformly distributed transverse loads, International Journal of Mechanical Sciences, 48 (2006) 378-388.
  • [36] Magnucka-Blandzi E., Paczos P, Wasilewicz P., Buckling Study of Thin-walled Channel Beams with Double-box Flanges in Pure Bending, Strain, 48(4) (2012) 317-325.
  • [37] Li Z., Schafer B.W., CUFSM open source: http://www.ce.jhu.edu/bschafer/cufsm/
  • [38] Schafer B.W., Designing Cold-Formed Steel Using the Direct Strength Method, 18-th International Specialty Conference on Cold-Formed Steel Structures, October 26-27, 2006, Orlando, Florida.
  • [39] Grenda M., Paczos P., Experimental investigation of thin-walled channel beams with bend web, 6th International Conference on Structural Engineering, Mechanics and Computation SEMC 2016, Cape Town, South Africa, SEMC 2016. Insights and Innovations in Structural Engineering, Mechanics and Computation, A. Zingoni (Ed.), Taylor & Francis Group, London, ISBN978-1-138-02927-9,1034-1037.
Uwagi
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2018).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-96e468af-c096-4cdf-8a90-acef16c9ad5c
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.