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Influence of strain rate on crushing behaviour of thin-walled members

Autorzy
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Results of the analysis into an influence of the strain rate upon crushing behaviour of thin-walled beams and columns are presented. The problem is solved using Finite Element Method and an analytical method based on the plastic mechanism approach. Subjects of analysis are top hat section columns under uniform axial compression and box-section beam under pure bending. The FE analysis taking into account the strain rate effect is performed, simultaneously with the plastic mechanism analysis (yield line analysis) in order to investigate the crushing behaviour of the member. The Cowper-Symonds constitutive relation is taken into consideration. The strain - hardening effect is neglected, so that in the analytical plastic mechanism solution the rigid - perfectly plastic material is taken into consideration, while FE analysis takes the strain hardening into account. Comparative diagrams of structural behaviour (loading paths) of thin-walled sections under investigation for different strain rates are presented. Some conclusions and remarks concerning the strain rate influence are derived.
Rocznik
Strony
257--268
Opis fizyczny
Bibliogr. 21 poz.
Twórcy
autor
  • Department of Strength of Materials, Technical University of Łódź, 90-924 Łódź, Stefanowskiego 1/15, Poland
Bibliografia
  • [1] Alghamdi, A.A.A.: Collapsible impact energy absorbers: an overview, Thin-walled Struct., v. 39, pp. 189-213, Elsevier, 2001.
  • [2] Ungureanu, V. and Dubina, D.: Post-elastic strength and ductility of cold-formed steel sections, Proc. Of Int. Conference on Thin-Walled Struct., Loughborough 2004: Thin - Walled Structures, Bristol and Philadelphia, 283-290, 2004.
  • [3] Kotełko, M.: Load-capacity estimation and collapse analysis of thin-walled beams and columns - recent advances, Special Issue - Cold formed steel structures: recent research advances in Central and Eastern Europe, ed. By D. Dubina, Thin- Walled Structures, v. 42/2, 153-175, Elsevier, 2004.
  • [4] Jones, N.: Structural Impast, Cambridge University Press, 2003.
  • [5] Cowper, G.R. and Symonds, P.S.: strain hardening and strain rate effects in the impact loading of cantilever beams, Brown University, Div. Of Appl. Mathematics, report No 28, September 1957.
  • [6] Kotełko, M., Mania, R. and Kołakowski, Z.: Dynamic crushing of thin-walled profiles - strain rate sensitivity analysis, Proc. of ICTWS 2008 Conference, "Recent Innovations and Developments" ed,. By M. Mahendran, Queensland University of Technology, Brisbane, pp. 687-693, June 2008.
  • [7] Alves, M. and Karagiosova, D.: Transition from progressive buckling to glob al bending of circular shells under axial impact - part I: Experimental and numerical observations, Int. J. of Solids and Struct., v. 41, pp. 1565-1580, 2004.
  • [8] Alves, M. and Karagiosova, D.: Transition from progressive buckling to global bending of circular shells under axial impact - part II: Mathematical model, Int . J. of Solids and Struct., v. 41, pp. 1581-1604, 2004.
  • [9] Langseth, M.: Crash behaviour of thin-walled aluminium members, Thin-Walled Struct., v. 32, pp. 127-150, 1998.
  • [10] Langseth, M.: Crashworthiness of aluminium extrusions. Validation of numerical simulation. Effect of mass ratio and impact velocity, Int. J. Impact Eng., v. 22, pp. 829-854, 1999.
  • [11] Teramoto, S.S. and Alves, M.: Buckling transition of axially impacted open shells, Int. J. of Impact Eng., v. 30, pp. 124-126, 2004.
  • [12] Kotełko, M., Mania, R.J. and Kołakowski, Z.: Dynamic crushing of thin-walled beam-columns - Theoretical and Experimental Analysis. To be published in Computers and Structures.
  • [13] Perzyna, P., Klepaczko, J. at al.: Applications of visco-elesticity (in Polish), Ossolineum, Wrocław, Warszawa,.1971.
  • [14] Kotełko, M. and Kołakowski, Z. and Mania, R.: Ultimate loads and collapse behaviour of thin-walled hat-section columns under compression, Proc. of Stability and Ductility of Steel Structures Symposium, Lisbon 6-8 09, 2006.
  • [15] Kotełko, M. and Mania, R.J.: Alternative solution of the problem of load-capacity of thin-walled plated structures, Mechanics and Mechanical Eng., v. 12, Nr 4 pp. 323-336, 2008.
  • [16] Zhao, X.-L.: Yield line mechanism analysis of steel members and connections, Prog. Struct. Engng. Mater., Vol. 5, pp. 252-262, 2003.
  • [17] Murray, N. W.: Introduction to the theory of thin-walled structures, Clarendon Press, Oxford, 1986.
  • [18] Kotełko, M. Thin-walled profiles wit h edge stiffeners as energy absorbers, Thin-Walled Structures, Elsevier, v. 45, Nr 10-1, pp. 872-876, 2007.
  • [19] Kotełko, M.: Ultimate load and postfailure behaviour of box-section beams under pure bending, Engineering Transactions, v. 44, Nr 2, 229-251, Warszawa, 1996.
  • [20] Kotełko, M, Lipa, S. and Mania, R.J.: Dynamic crushing tests of thin--walled members under compression, Materials Eng., v. 16, Nr 1, pp. 14-19, .Sci. Bull. of Faculty of Mech. Eng. -University of Zilina, 2009.
  • [21] Kotełko, M., Lim, T.H. and Rhodes, J.: Post-failure of box sections beams under pure bending (an experimental study), Thin- Walled Structures, Vol. 38, pp. 179-194, 2000.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-LOD9-0027-0018
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