Structural Engineering and Mechanics

  • 제70권5호
  • /
  • Pages.571-589
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  • 2019
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Robust quasi 3D computational model for mechanical response of FG thick sandwich plate

  • Achouri, Fatima (Department of Civil Engineering, University Mustapha Stambouli of Mascara) ;
  • Benyoucef, Samir (Material and Hydrology Laboratory, University of SidiBel Abbes, Faculty of Technology) ;
  • Bourada, Fouad (Material and Hydrology Laboratory, University of SidiBel Abbes, Faculty of Technology) ;
  • Bouiadjra, Rabbab Bachir (Department of Civil Engineering, University Mustapha Stambouli of Mascara) ;
  • Tounsi, Abdelouahed (Material and Hydrology Laboratory, University of SidiBel Abbes, Faculty of Technology)
  • 투고 : 2019.01.21
  • 심사 : 2019.03.08
  • 발행 : 2019.06.10
⟨ 이전 논문 다음 논문 ⟩

초록

This paper aims to develop a quasi-3D shear deformation theory for the study of bending, buckling and free vibration responses of functionally graded (FG) sandwich thick plates. For that, in the present theory, both the components of normal deformation and shear strain are included. The displacement field of the proposed model contains undetermined integral terms and involves only four unknown functions with including stretching effect. Using Navier's technique the solution of the problem is derived for simply supported sandwich plate. Numerical results have been reported, and compared with those available in the open literature were excellent agreement was observed. Finally, a detailed parametric study is presented to demonstrate the effect of the different parameters on the flexural responses, free vibration and buckling of a simply supported sandwich plates.

키워드

참고문헌

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피인용 문헌

  1. Vibration behavior of bi-dimensional functionally graded beams vol.77, pp.5, 2019, https://doi.org/10.12989/sem.2021.77.5.587