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Comparative effectiveness of the mechanical behaviour of sandwich beams under uncoupled bending and torsion loadings

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Sandwich geometries, mainly panels and beams, are widely used in several transportation industries, namely aerospace, aeronautic and automotive. Sandwich geometries are known for their advantages in structural applications: high specific stiffness, low weight, and possibility of design optimization prior to manufacturing. This study aims to know the influence of the number of reinforcements (ribs), and of the thickness on the mechanical behaviour of sandwich beams subjected to bending and torsion uncoupled loadings. In this study, four geometries are compared: simple web-core beam, corrugated core, honeycomb core, and joined honeycomb core. The last three are asymmetric, due to the use of odd number of ribs. The influence of the geometry on the results is discussed by means of a parameter that establishes a relation between the stiffness behaviour and the mass of the object. It is shown that all relations are non-linear, despite the elastic nature of the analysis in both the FEM software and in the practical application.
Rocznik
Strony
855--869
Opis fizyczny
Bibliogr. 18 poz., il. (w tym kolor.), wykr.
Twórcy
autor
  • Department of Mechanical Engineering, University of Minho, Campus of Azurém, 4800-058 Guimarães, Portugal
  • Department of Mechanical Engineering, University of Minho, Campus of Azurém, 4800-058 Guimarães, Portugal
Bibliografia
  • [1] Ashby, M.F., Evans, A.G., Fleck, N.A, Gibson, L.J, Hutchinson, J.W and Wadley, H.N.G.: Metal foams: A design guide, Butterworth Heinemann, Boston, 2000.
  • [2] Evans, A.G., Hutchinson, J.W., Fleck, N.A., Ashby, M.F. and Wadley, H.N.G.: The topological design of multifunctional cellular metals, Progress in Materials Science, 46, 309-327, 2001.
  • [3] Wadley, H.N.G., Fleck, N.A. and Evans, A.G.: Fabrication and structural performance of periodic cellular metal sandwich structures, Composites Science and Technology, 6316, 2331-234, 2003.
  • [4] Hutchinson, R.G. Wicks, N., Evans, A.G., Fleck, N.A. and Hutchinson, J.W.: Kargone plate structures for actuation, International Journal of Solids and structures, 4025, 6969-6980, 2003.
  • [5] Qiu, X., Deshpande, V.S. and Fleck, N.A.: Finite element analysis of the dynamic response of clamped sandwich beams subject to shock loading, European Journal of Mechanics A- Solids, 226, 801-814, 2003.
  • [6] Xue, Z.T., Hutchinson, J.W: Preliminary assessment of sandwich plated subject to blast loads, International Journal of Mechanical Sciences, 454, 687-705, 2003.
  • [7] Fleck, N.A., Deshpande, V.S.: The resistance of clamped sandwich beams to shock loading, Journal of Applied Mechanics, 713, 386-401, 2004.
  • [8] Williams, D., Leggett, D. and Hopkins, H.: Flat sandwich panels under compressive end loads, Technical Report, R.A.E., 1987.
  • [9] Allen, H.: Analysis and Design of Structural Sandwich Panels, Robert Maxwell, MC, MP, 1969.
  • [10] Dai, G.M., Zhang, W.H.: Size effects of basic cell in static analysis of sandwich beams, International Journal of Solids and Structures, 459, 2512-253, 2008.
  • [11] Léotoing, L., Drapier, S. and Vautrin A.: Nonlinear interaction of geometrical and material properties in sandwich beam instabilities, International Journal of Solids and Structures, 39, 3717-3739, 2002.
  • [12] Valdevit, L., Wei, Z.,Mercer, C., Zok, F.W. and Evans, A.G.: Structural performance of near-optimal sandwich panels with corrugated core, International Journal of Solids and Structures, 43, 4888-4905, 2006.
  • [13] Silva, H. M., De Meireles, J. F.: Effective Mechanical Behavior of Sandwich Beams under Uncoupled Bending and Torsion Loadings, Applied Mechanics and Materials, 590, 58-62, 2014.
  • [14] Silva, H. M., De Meireles, J. F.: Feasibility of Internally Reinforced Thin-Walled Beams for Industrial Applications, Applied Mechanics and Materials, 775, 119-124, 2015.
  • [15] Silva, H.M.: Determination of material/geometry of the section most adequate for a static loaded beam subjected to a combination of bending and torsion, MSc. Thesis, University of Minho, 2011.
  • [16] Silva, H.M., De Meireles, J.F.: Determination of material/geometry of the section most adequate for a static loaded beam subjected to a combination of bending and torsion, Materials Science Forum, Vols. 730-732, 507-512, 2013.
  • [17] Liu, Y.: Design enhancement of thin-walled steel beams with improved stiffness and reduced weight, International Journal of Design Engineering, 1(2), 2008, 149-165.
  • [18] Silva, H. M., De Meireles, J. F.: Effective Stiffness Behavior of Sandwich Beams under Uncoupled Bending and Torsion Loadings, 852, 469-475, 2016.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-a83eacd6-558d-49f9-b69c-9e21b6059f94
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