Free vibration response of functionally graded Porous plates using a higher-order Shear and normal deformation theory

  • Riadh Bennai
  • , Hassen Ait Atmane*
  • , Belqassim Ayache
  • , Abdelouahed Tounsi
  • , E. A.Adda Bedia
  • , Mohammed A. Al-Osta
  • *Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

22 Scopus citations

Abstract

In this work, a new analytical approach using a theory of a high order hyperbolic shear deformation theory (HSDT) has been developed to study the free vibration of plates of functionally graduated material (FGM). This theory takes into account the effect of stretching the thickness. In contrast to other conventional shear deformation theories, the present work includes a new displacement field that introduces indeterminate integral variables. During the manufacturing process of these plates defects can appear as porosity. The latter can question and modify the global behavior of such plates. The materials constituting the plate are assumed to be gradually variable in the direction of height according to a simple power law distribution in terms of the volume fractions of the constituents. The motion equations are derived by the Hamilton principle. Analytical solutions for free vibration analysis are obtained for simply supported plates. The effects of stretching, the porosity parameter, the power law index and the length / thickness ratio on the fundamental frequencies of the FGMplates are studied in detail.

Original languageEnglish
Pages (from-to)547-561
Number of pages15
JournalEarthquake and Structures
Volume16
Issue number5
DOIs
StatePublished - 1 May 2019

Bibliographical note

Publisher Copyright:
© 2019 Techno-Press, Ltd.

UN SDGs

This output contributes to the following UN Sustainable Development Goals (SDGs)

  1. SDG 9 - Industry, Innovation, and Infrastructure
    SDG 9 Industry, Innovation, and Infrastructure

Keywords

  • Free vibration
  • Functionally graded plate
  • Porosity
  • Shear deformation theory
  • Stretching effect

ASJC Scopus subject areas

  • Civil and Structural Engineering

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