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Wave propagation characteristics in functionally graded double-beams

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Języki publikacji
EN
Abstrakty
EN
The wave propagation characteristics of functionally graded (FG) double-beams are investigated by use of Euler-Bernoulli beam theory. Two beams are connected by a Winkler foundation. The wave propagation characteristics like frequency, phase and group velocities are obtained for different wave numbers and material properties. Four frequencies are obtained for functionally graded double-beam system. It is obtained that flexural and axial waves are coupled for FG double-beams.
Twórcy
autor
  • Trakya University, Faculty of Engineering, Department of Mechanical Engineering, Edirne, TURKEY
autor
  • Trakya University, Faculty of Engineering, Department of Mechanical Engineering, Edirne, TURKEY
Bibliografia
  • 1. Abu-Hilal M.: Dynamic response of a double Euler-Bernoulli beam due to a moving constant load. Journal of Sound and Vibration, 297, 2006, 477-491.
  • 2. Arefi M., Zenkour A.M.: Wave propagation analysis of a functionally graded magneto-electro-elastic nanobeam rest on Visco-Pasternak foundation. Mechanics Research Communications, 79, 2017, 51-62.
  • 3. Ariaei A., Ziaei-Rad S., Ghayour M.: Transverse vibration of a multiple-Timoshenko beam system with intermediate elastic connections due to a moving load. Archive of Applied Mechanics, 81, 2011, 263-281.
  • 4. Aydogdu M., Taskin V.: Free vibration analysis of functionally graded beams with simply supported edges. Materials and Design, 28, 2007, 1651-1656.
  • 5. Chen W.Q., Lü C.F., Bian Z.G.: A mixed method for bending and free vibration of beams resting on a Pasternak elastic foundation. Applied Mathematical Modelling, 28, 2004, 877-890.
  • 6. Deng H., Chen K.D., Cheng W., Zhao S.G.: Vibration and buckling analysis of double-functionally graded Timoshenko beam system on Winkler-Pasternak elastic foundation. Composite Structures, 160, 2017, 152-168.
  • 7. De Rosa M.A., Maurizi M.J.: The influence of concentrated masses and Pasternak soil on the free vi-brations of Euler beams-exact solution. Journal of Sound and Vibration, 212, 4, 1998, 573-581.
  • 8. Hussein M.F.M., Hunt H.E.M.: Modelling of floating-slab tracks with continuous slabs under oscillating moving loads. Journal of Sound and Vibration, 297, 2006, 37-54.
  • 9. Li L., Hu Y., Ling L.: Flexural wave propagation in small-scaled functionally graded beams via a nonlocal strain gradient theory. Composite Structures, 133, 2015, 1079-1092.
  • 10. Seckin F., Aydogdu M.: Wave propagation analysis of embedded (coupled) functionally graded nano-tubes conveying fluid. Composite Structures, 132, 2015, 1260-1273.
  • 11. Shamalta M., Metrikine A.V.: Analytical study of the dynamic response of an embedded railway track to a moving load. Archive of Applied Mechanics, 73, 2003, 131-146.
  • 12. Soldatos KP, Timarci T. A unified formulation of laminated composite, shear deformable, five degrees of freedom cylindrical shell theories. Composite Structures, 25, 1993, 165–71.
  • 13. Vu H.V., Ordonez A.M., Karnopp B.H.: Vibration of a double-beam system. Journal of Sound and Vi-bration, 229, 4, 2000, 807-822.
  • 14. Wakashima K, Hirano T, Niino M. Space applications of advanced structural materials. ESA SP303:97; 1990.
  • 15. Ying J., Lü C.F., Chen W.Q.: Two-dimensional elasticity solutions for functionally graded beams resting on elastic foundations. Composite Structures, 84, 2008, 209-219.
  • 16. Zhang Y.W., Chen J., Zeng W., Teng Y.Y., Fang B., Zang J.: Surface and thermal effects of the flexural wave propagation of piezoelectric functionally graded nanobeam using nonlocal elasticity. Computational Materials Science, 97, 2015, 222-226.
Uwagi
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę (zadania 2017)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-024a2510-2657-430a-9fa6-e017f3d8edb2
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