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A simple quasi-3D HSDT for the dynamics analysis of FG thick plate on elastic foundation

  • Zoulikha Boukhlif
  • , Mohammed Bouremana
  • , Fouad Bourada*
  • , Abdelmoumen Anis Bousahla
  • , Mohamed Bourada
  • , Abdelouahed Tounsi
  • , Mohammed A. Al-Osta
  • *Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

137 Scopus citations

Abstract

This work presents a dynamic investigation of functionally graded (FG) plates resting on elastic foundation using a simple quasi-3D higher shear deformation theory (quasi-3D HSDT) in which the stretching effect is considered. The culmination of this theory is that in addition to taking into account the effect of thickness extension (εz ≠ 0), the kinematic is defined with only 4 unknowns, which is even lower than the first order shear deformation theory (FSDT). The elastic foundation is included in the formulation using the Pasternak mathematical model. The governing equations are deduced through the Hamilton‟s principle. These equations are then solved via closed-type solutions of the Navier type. The fundamental frequencies are predicted by solving the eigenvalue problem. The degree of accuracy of present solutions can be shown by comparing it to the 3D solution and other closed-form solutions available in the literature.

Original languageEnglish
Pages (from-to)503-516
Number of pages14
JournalSteel and Composite Structures
Volume31
Issue number5
DOIs
StatePublished - 10 Jun 2019

Bibliographical note

Publisher Copyright:
Copyright © 2019 Techno-Press, Ltd.

Keywords

  • FG plate
  • Quasi-3D HSDT
  • Vibration

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • Metals and Alloys

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