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Influences of porosity distributions and boundary conditions on mechanical bending response of functionally graded plates resting on Pasternak foundation

  • Moustafa Guellil
  • , Hayat Saidi
  • , Fouad Bourada*
  • , Abdelmoumen Anis Bousahla
  • , Abdelouahed Tounsi
  • , Mesfer Mohammad Al-Zahrani
  • , Muzamal Hussain
  • , S. R. Mahmoud
  • *Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

132 Scopus citations

Abstract

In this paper, a higher order shear deformation theory for bending analysis of functionally graded plates resting on Pasternak foundation and under various boundary conditions is exposed. The proposed theory is based on the assumption that porosities can be produced within functionally graded plate which may lead to decline in strength of materials. In this research a novel distribution of porosity according to the thickness of FG plate are supposing. Governing equations of the present theory are derived by employing the virtual work principle, and the closed-form solutions of functionally graded plates have been obtained using Navier solution. Numerical results for deflections and stresses of several types of boundary conditions are presented. The exactitude of the present study is confirmed by comparing the obtained results with those available in the literature. The effects of porosity parameter, slenderness ratio, foundation parameters, power law index and boundary condition types on the deflections and stresses are presented.

Original languageEnglish
Pages (from-to)1-15
Number of pages15
JournalSteel and Composite Structures
Volume38
Issue number1
DOIs
StatePublished - 10 Jan 2021

Bibliographical note

Publisher Copyright:
© 2021 Techno-Press, Ltd.

Keywords

  • Boundary conditions
  • Functionally graded plate
  • Pasternak foundation
  • Porosity

ASJC Scopus subject areas

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

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