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2004 | Vol. 9, no 2 | 351-360
Tytuł artykułu

Elastic bending of an isotropic porous beam

Wybrane pełne teksty z tego czasopisma
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The subject of this paper is an isotropic porous beam with a rectangular cross section. Mechanical properties of the isotropic porous material vary across the depth of the beam. A nonlinear hypothesis of deformation of a plane cross section of this beam is described. The system of differential equations and boundary conditions of the problem is derived on the basis of the principle of minimum potential energy. A numerical analysis for simply supported beams under uniformly distributed load is made. A comparative analysis with the use of FEM and the COSMOS/M system is presented.
Wydawca

Rocznik
Strony
351-360
Opis fizyczny
Bibliogr. 12 poz., rys., wykr.
Twórcy
autor
  • Institute of Applied Mechanics, Poznań University of Technology ul. Piotrowo 3, 60-965 Poznań, POLAND, Krzysztof.Magnucki@put.poznan.pl
  • Institute of Rail Vehicles "TABOR" ul. Warszawska 181, 61-055 Poznań, POLAND
  • Institute of Rail Vehicles "TABOR" ul. Warszawska 181, 61-055 Poznań, POLAND
Bibliografia
  • [1] Bart-Smith H., Hutchinson J.W. and Evans A.G. ( 2001): Measurement and analysis of the structural performance of cellular metal sandwich construction. - Int. J. of Mechanical Sciences, No.43, pp. 1945-1963.
  • [2] Gurdal Z., Haftka R.T. and Hajela P. (1999): Design and Optimization of Laminated Composite Materials. - New York/Chichester/Weinheim/Brisbane/Singapore/Toronto: A Wiley-Interscience Publication, J.Wiley & Sons, Inc.
  • [3] Hutchinson J.R. (2001): Shear coefficients for Timoshenko beam theory. - J. of Applied Mechanics, No.68, pp.87-92.
  • [4] Kołakowski Z. and Kowal-Michalska K. (Eds.) (1999): Selected Problems of Instabilities in Composite Structures. - Łódź: Publishers of Technical University of Lodz.
  • [5] Librescu L. and Hause T. (2000): Recent developments in the modeling and behavior of advanced sandwich constructions: a survey. - Composite Structures, No.48, pp. 1-17.
  • [6] Lok T.-S. and Cheng, Q.-H. (2000): Elastic stiffness properties and behavior of truss-core sandwich panel. - Journal of Structural Engineering, No.5, pp.552-559.
  • [7] Magnucki K. and Ostwald M. (Eds.) (2001): Stability and Optimization Problems of Sandwich Structures. - Poznań- Zielona Góra: Publishers of Institute for Terotechnology of Radom (in Polish).
  • [8] Mielniczuk J. (2000): Plasticity of Porous Materials. Theory and the Limit Load Capacity. - Poznań: Publishers of Poznań University of Technology.
  • [9] Romanów F. (1995): Strength of Sandwich Constructions. - Zielona Góra: Publishers of Technical University of Zielona Góra (in Polish).
  • [10] Vinson J.R. (1999): The Behavior of Sandwich Structures of Isotropic and Composite Materials. - Lancaster, Basel: Technomic Publishing Company, Inc.
  • [11] Wang C.M., Reddy J.N. and Lee K.H. (2000): Shear Deformable Beams and Plates. - Amsterdam-Lausanne-New York-Oxford-Shannon-Singapore-Tokyo: Elsevier Science.
  • [12]Wielgosz C. and Thomas J.-C. (2002): Deflections of inflatable fabric panels at high pressure. - Thin-Walled Structures, No.40, pp.523-536.
Typ dokumentu
Bibliografia
Identyfikatory
Identyfikator YADDA
bwmeta1.element.baztech-article-BPZ2-0007-0022
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