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Free vibration of functionally graded plates resting on elastic foundations based on quasi-3D hybrid-type higher order shear deformation theory

  • Zaoui, Fatima Zohra (Laboratoire de Modelisation Numerique et Experimentale des Phenomenes Mecaniques, Faculte des Sciences et Technologie, Departement de Genie Mecanique, Universite Abdelhamid Ibn Badis of Mostaganem) ;
  • Tounsi, Abdelouahed (Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology, Civil Engineering Department) ;
  • Ouinas, Djamel (Laboratoire de Modelisation Numerique et Experimentale des Phenomenes Mecaniques, Faculte des Sciences et Technologie, Departement de Genie Mecanique, Universite Abdelhamid Ibn Badis of Mostaganem)
  • Received : 2017.02.28
  • Accepted : 2017.08.05
  • Published : 2017.10.25
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Abstract

In this article, a free vibration analysis of functionally graded (FG) plates resting on elastic foundations is presented using a quasi-3D hybrid-type higher order shear deformation theory. Undetermined integral terms are employed in the proposed displacement field and modeled based on a hybrid-type (sinusoidal and parabolic) quasi-3D HSDT with five unknowns in which the stretching effect is taken into account. Thus, it can be said that the significant feature of this theory is that it deals with only 5 unknowns as the first order shear deformation theory (FSDT). The elastic foundation parameters are introduced in the present formulation by following the Pasternak (two-parameter) mathematical model. Equations of motion are obtained via the Hamilton's principles and solved using Navier's method. Accuracy of the proposed theory is confirmed by comparing the results of numerical examples with the ones available in literature.

Keywords

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