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Static response of thermally loaded sandwich beams with confined horizontal displacements of faces at the supports

Treść / Zawartość
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper examines the problem of the influence of restrictions on freedom of horizontal displacements in thermally loaded sandwich beams. The classical theory of sandwich beams and panels with thin facings and a soft core has been applied. It was assumed that the cross-section of the beam could be asymmetric geometrically and materially. The beam has vertical supports and additional horizontal supports limiting the freedom of horizontal displacements. The supports are linearly elastic and the rigidity of the upper and lower support can be arbitrary. The static problem of single-span beam with support conditions identical at both ends of the beam was solved in the paper. Each of the sandwich facings has been subjected to temperature change. The derived formulas were used in the example illustrating the importance of the problem.
Rocznik
Strony
119--126
Opis fizyczny
Bibliogr. 12 poz., rys.
Twórcy
autor
  • Institute of Mathematics, Czestochowa University of Technology, Poland
autor
  • Institute of Structural Engineering, Poznan University of Technology, Poland
Bibliografia
  • [1] Davies J.M., Lightweight Sandwich Construction, Blackwell Science Ltd., Oxford 2001.
  • [2] Stamm K., Witte H., Sandwichkonstruktionen, Berechnung, Fertigung, Ausführung, Springer- Verlag, Wien 1974.
  • [3] Zenkert D., An Introduction to Sandwich Construction, Engineering Materials Advisory Services Limited, London 1995.
  • [4] EN 14509:2010 Self-supporting double skin metal faced insulating panels - Factory made products - Specifications, 2010.
  • [5] Frostig Y., High-order bending of sandwich beams with transversely flexible core and unsymmetrical composite skins, Composite Engineering 1995, 5(4), 405-414.
  • [6] Brischetto S., Carrera E., Demasi L., Improved bending analysis of sandwich plates using a zigzag function, Composite Structures 2009, 89, 408-415.
  • [7] Lezgy-Nazargah M., Shariyat M., Beheshti-Aval S.B., A refined high-order global-local theory for finite element bending and vibration analyses of laminated composite beams, Acta Mechanica, 2011, March, 217, 3-4, 219-242.
  • [8] Garstecki A., Mróz Z., Optimal design of supports of elastic structures subjected to loads and initial distortions, Journal of Structural Mechanics 1987, 15, 1, 47-68.
  • [9] Błaszczuk J., Pozorski Z., Engineering aspects of the mathematical model of deep-profiled sandwich panel, Scientific Research of the Institute of Mathematics and Computer Science 2011, 10(2), 31-42.
  • [10] Studziński R., Pozorski Z., Garstecki A., Sensitivity analysis of sandwich beams and plates accounting for variable support conditions, Bulletin of the Polish Academy of Sciences – Technical Sciences 2013, 61, 1, 201-210.
  • [11] Sokolinsky V., Frostig Y., Boundary condition effects in buckling of soft core sandwich panels, J. Eng. Mech. 1999, 125(8), 865-874.
  • [12] Błaszczuk J., Pozorski Z., The influence of thermal actions and complex support conditions on the mechanical state of sandwich structure, Journal of Applied Mathematics and Computational Mechanics 2013, 12(4), 13-21.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-56b50cc0-ccb7-4a3a-8bf0-c5e6289d3b09
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