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Sensitivity to Imperfections of Perforated Pallet Rack Sections

Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper analyses the influence of imperfections on the behaviour of perforated pallet rack members in compression using non-linear FE simulations. The effect of imperfections, perforations and buckling modes, reduces significantly the capacity of perforated members in compression, especially in the coupling range due to interaction. A sensitivity analysis done using calibrated and validated numerical models can be done in order to determine the most detrimental combinations of imperfections to be considered for numerical simulations. The ECBL approach can be successfully applied to perform a sensitivity analysis via numerical simulations, using a limited number of experimental tests.
Rocznik
Strony
207--220
Opis fizyczny
Bibliogr. 27 poz.
Twórcy
autor
  • Department of Steel Structures and Structural Mechanics Civil Engineering Faculty "Politehnica" University of Timisoara Ioan Curea 1, 300224 Timisoara, Romania
autor
  • Laboratory of Steel Structures Romanian Academy - Timisoara Branch Mihai Viteazu 24, 300223 Timisoara, Romania
Bibliografia
  • [1] Rondal, J.: Thin–walled structures – General Report, Stability of steel structures, Budapest, Hungary: Akademiai Kiado, pp. 849–66, 1988.
  • [2] Schafer, B. W. and Peköz, T.: Computational modelling of cold–formed steel characterising geometric imperfections and residual stresses, J. Constructional Steel Research, 47(3), pp. 193–210, 1998.
  • [3] Abdel-Rahman, N. and Sivakumaran, K. S.: Material properties models for analysis of cold–formed steel members, J. Struct. Eng., ASCE, 123(9), pp. 1135–1143, 1997.
  • [4] Moen, C. D., Igusa, T. and Schafer, B. W.: Prediction of residual stresses and strains in cold–formed steel members, Thin-Walled Structures, 46, pp. 1274–1289, 2008.
  • [5] Dubina, D., Ungureanu, V. and Rondal, J.: Numerical modelling and codification of imperfections for cold–formed steel members analysis, Steel and Composite Structures, Vol. 5, No. 6, pp. 515–533, 2005.
  • [6] Dubina, D and Ungureanu, V.: Effect of imperfections on numerical simulation on instability behaviour of cold–formed steel members, Thin-Walled Structures, 40(3), pp. 239–262, 2002.
  • [7] Rasmussen, K. J. R. and Hancock, G. J.: Geometric imperfections in plated structures subject to interaction between buckling modes, Thin-Walled Structures, 6, pp. 433–452, 1988.
  • [8] Schafer, B. W., Grigoriu, M. and Pekööz, T.: A probabilistic examination of the ultimate strength of cold-formed steel elements, Thin-Walled Structures, 31(4), pp. 271–288, 1998.
  • [9] Rasmussen, K. J. R.: Numerical simulations and computational models in coupled instabilities, Proc. of the 2nd Int. Conf. on Coupled Instabilities in Metal Structures, CIMS’96, pp. 45–60, 1996.
  • [10] Sridharan, S.: Numerical simulation and computational models for coupled instabilities, Proc. of the 3rd Int. Conf. on Coupled Instabilities in Metal Structures, CIMS’2000, pp. 61–72, 2000.
  • [11] Schafer, B. W.: Computational modelling of cold–formed steel, Proc. of the 5th Int. Conf. on Coupled Instabilities in Metal Structures, CIMS’2008, pp. 53–60, 2008.
  • [12] Adany, S. and Schafer, B. W.: A full modal decomposition of thin–walled, single–branched open cross–section members via constrained finite strip method, J. Constructional Steel Research, 64(1), pp. 12–29, 2008.
  • [13] Bebiano, R., Pina, P., Silvestre, N. and Camotim D.: GBTUL – Buckling and vibration analysis of thin–walled members, DECivil/IST, Technical University of Lisbon, http://www.civil.ist.utl.pt/gbt, 2008.
  • [14] Camotim, D., Basaglia, C. and Silvestre, N.: GBT buckling analysis of thin–walled steel frames: A state of the art report, Thin-Walled Structures, 48(10-11), pp. 726–743, 2010.
  • [15] Camotim, D. and Dinis, P. B.: Coupled instabilities with distortional buckling in cold–formed steel lipped channel columns, Thin-Walled Structures, 48(10–11), pp. 771–785, 2010.
  • [16] Loughlan, J., Yidris, N. and Jones, K.: The failure of thin–walled lipped channel compression members due to coupled local–distortional interactions and material yielding, Thin-Walled Structures, vol. 61, pp. 14–21, 2012.
  • [17] Armani, P., Baldassino, N. and Zandonini, R.: Study of the response of uprights of pallet racks under compression. Proc. of the 6th Int. Conf. on Thin Walled Structures, Timisoara, Romania, Vol. 2, pp. 772–778, 2011.
  • [18] Casafont, M., Caparrós, F., Pastor, M., Roure, F. and Bonada, J.: Linear buckling analysis of perforated steel storage rack columns with the finite strip method, Proc. of the 6th Int. Conf. on Thin Walled Structures, Timisoara, Romania, Vol. 2, pp. 787–794, 2011.
  • [19] Bonada, J., Casafont, M., Roure, F. and Pastor, M. M.: Selection of the initial geometrical imperfection in nonlinear FE analysis of cold–formed steel rack columns, Thin-Walled Structures, 51, pp. 99–111, 2012.
  • [20] Dubina, D.: The ECBL approach for interactive buckling of thin–walled steel members, Steel & Composite Structures, 1(1), pp. 75–96, 2011.
  • [21] Crisan, A.: Buckling strength of cold formed steel sections applied in pallet rack Structures, PhD thesis, ”POLITEHNICA” University of Timisoara, Civil Engineering Faculty, Ed. Politehnica, Seria 5: Inginerie Civila, no. 76, 2011.
  • [22] Crisan, A., Ungureanu, V. and Dubina, D.: Behaviour of cold–formed steel perforated sections in compression. Part 1 – Experimental investigations, Thin-Walled Structures, Vol. 61, pp. 86–96, 2012.
  • [23] Crisan, A., Ungureanu, V. and Dubina, D.: Behaviour of cold–formed steel perforated sections in compression. Part 2 – Numerical investigations and design consideration, Thin-Walled Structures, Vol. 61, pp. 97–105, 2012.
  • [24] EN15512:2009: Steel static storage systems - Adjustable pallet racking systems - Principles for structural design, CEN, Brussels, 2009.
  • [25] European Recommendation for the Design of Light Gauge Steel Members, ECCS, Brussels, 1978.
  • [26] EN1090-2:2008. Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures, CEN, Brussels, 2009.
  • [27] AS4100-1990: Australian Standard: Steel Structures, Homebush, Australia, 1990.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-4920e1ab-b286-4c9a-8846-49368ecdfa46
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