Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Analytical, Numerical and Physical Models Vol. 17, No. 64 (2023)

Free vibration analysis of the structural integrity on the porous functionally graded plates using a novel Quasi-3D hyperbolic high order shear deformation theory

Author and affiliation details
  • Mohammed Hadj Meliani Corresponding author LPTPM, Hassiba BenBouali University of Chlef, 02000, Chlef, Algeria m.hadjmeliani@univ-chlef.dz
  • Mohammed Amine Kenanda ENERGARID Laboratory, Department of Mechanical Engineering, Tahri Mohamed University, 08000 Bechar, Algeria
  • Fodil Hammadi Laboratory of Mechanics, Modeling and Experimentation L2ME, Department of Mechanical Engineering, Tahri Mohamed University, 08000 Bechar, Algeria
  • Zakaria Belabed Department of Technology, Institute of Science and Technology, University Ctr Naama, 45000 Naama, Algeria
DOI
10.3221/IGF-ESIS.64.18
Pages
266-282
Published
Licence
CC BY 4.0

Abstract

In this study, a novel quasi-three dimensional hyperbolic high-order shear deformation theory (quasi-3D HHSDT) is developed for free vibration analysis of porous functionally graded plates (FGPs). There are six unknowns in the current displacement field, and no shear correction factor is required. The mechanical properties are varied continuously through the thickness of porous FG plates using a modified power law function while considering the effect of porosities on the plate’s structural integrity. Two distinct porosity distribution models are considered, including even and uneven porosity distributions. The Navier technique is employed to obtain the closed-form solutions of motion's equations. An exhaustive parametric study is presented to show the influence of the different parameters on the fundamental frequencies.

Keywords

Article history

  1. ReceivedUntil the next stage: 43 days
  2. RevisedUntil the next stage: 2 days
  3. AcceptedUntil the next stage: 5 days
  4. Published

How to cite

APA

Hadj Meliani, M., Kenanda, M. A., Hammadi, F., & Belabed, Z. (2023). Free vibration analysis of the structural integrity on the porous functionally graded plates using a novel Quasi-3D hyperbolic high order shear deformation theory. Fracture and Structural Integrity, 17(64), 266–282. https://doi.org/10.3221/IGF-ESIS.64.18

IEEE

M. Hadj Meliani, M. A. Kenanda, F. Hammadi, and Z. Belabed, “Free vibration analysis of the structural integrity on the porous functionally graded plates using a novel Quasi-3D hyperbolic high order shear deformation theory,” Fracture and Structural Integrity, vol. 17, no. 64, pp. 266–282, 2023, doi: 10.3221/IGF-ESIS.64.18.

MLA

Hadj Meliani, Mohammed, et al. “Free vibration analysis of the structural integrity on the porous functionally graded plates using a novel Quasi-3D hyperbolic high order shear deformation theory.” Fracture and Structural Integrity, vol. 17, no. 64, 2023, pp. 266–282. https://doi.org/10.3221/IGF-ESIS.64.18.

Chicago

Hadj Meliani, Mohammed, Mohammed Amine Kenanda, Fodil Hammadi, and Zakaria Belabed. 2023. “Free vibration analysis of the structural integrity on the porous functionally graded plates using a novel Quasi-3D hyperbolic high order shear deformation theory.” Fracture and Structural Integrity 17 (64): 266–282. https://doi.org/10.3221/IGF-ESIS.64.18.

Harvard

Hadj Meliani, M., Kenanda, M.A., Hammadi, F. and Belabed, Z. (2023) ‘Free vibration analysis of the structural integrity on the porous functionally graded plates using a novel Quasi-3D hyperbolic high order shear deformation theory’, Fracture and Structural Integrity, 17(64), pp. 266–282. doi: 10.3221/IGF-ESIS.64.18.

Vancouver

Hadj Meliani M, Kenanda MA, Hammadi F, Belabed Z. Free vibration analysis of the structural integrity on the porous functionally graded plates using a novel Quasi-3D hyperbolic high order shear deformation theory. Fracture and Structural Integrity. 2023;17(64):266-282. doi:10.3221/IGF-ESIS.64.18

BibTeX

@article{hadjmeliani2023, author = {Hadj Meliani, Mohammed and Kenanda, Mohammed Amine and Hammadi, Fodil and Belabed, Zakaria}, title = {Free vibration analysis of the structural integrity on the porous functionally graded plates using a novel Quasi-3D hyperbolic high order shear deformation theory}, journal = {Fracture and Structural Integrity}, year = {2023}, volume = {17}, number = {64}, pages = {266--282}, doi = {10.3221/IGF-ESIS.64.18}, url = {https://doi.org/10.3221/IGF-ESIS.64.18}, issn = {1971-8993} }

RIS

TY - JOUR AU - Hadj Meliani, Mohammed AU - Kenanda, Mohammed Amine AU - Hammadi, Fodil AU - Belabed, Zakaria TI - Free vibration analysis of the structural integrity on the porous functionally graded plates using a novel Quasi-3D hyperbolic high order shear deformation theory JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2023 DA - 2023/03/21 VL - 17 IS - 64 SP - 266 EP - 282 DO - 10.3221/IGF-ESIS.64.18 UR - https://doi.org/10.3221/IGF-ESIS.64.18 SN - 1971-8993 ER -

Licence

Creative Commons Attribution 4.0 International

May be shared and adapted, provided appropriate credit is given. Copyright © 2023 Mohammed Hadj Meliani, Mohammed Amine Kenanda, Fodil Hammadi, Zakaria Belabed.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

Open Access Statement

Fracture and Structural Integrity (F&SI) is an open-access journal which means that all content is freely available without charge to the user or his/her institution. Users are allowed to read, download, copy, distribute, print, search, or link to the full texts of the articles in this journal without asking prior permission from the publisher or the author. This is in accordance with the DOAI definition of open access.

F&SI operates under the Creative Commons Licence Attribution 4.0 International (CC-BY 4.0). This allows to copy and redistribute the material in any medium or format, to remix, transform and build upon the material for any purpose, even commercially, but giving appropriate credit, providing a link to the license, and indicating if changes were made.