Influence of the visco-Pasternak foundation parameters on the buckling behavior of a sandwich functional graded ceramic–metal plate in a hygrothermal environment

This study presents the buckling response of functionally graded (FG) “sandwich plate” on a viscoelastic foundation and exposed to hygrothermal conditions. An accurate solution is developed using higher-order shear deformation theory (HSDT), with only four unknowns being placed to reach the solution...

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Published in:	Thin-walled structures Vol. 170; p. 108549
Main Authors:	Zaitoun, Mohamad W., Chikh, Abdelbaki, Tounsi, Abdelouahed, Al-Osta, Mohammed A., Sharif, Alfarabi, Al-Dulaijan, Salah U., Al-Zahrani, Mesfer M.
Format:	Journal Article
Language:	English
Published:	Elsevier Ltd 01.01.2022
Subjects:	Buckling FGM Functionally graded material Higher-order shear deformation theory HSDT Hygrothermal environment Non-uniform temperature Viscoelastic foundation Viscoelastic foundation Higher-order shear deformation theory Functionally graded material Non-uniform temperature HSDT Hygrothermal environment Buckling FGM
ISSN:	0263-8231
Online Access:	Get full text
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Abstract	This study presents the buckling response of functionally graded (FG) “sandwich plate” on a viscoelastic foundation and exposed to hygrothermal conditions. An accurate solution is developed using higher-order shear deformation theory (HSDT), with only four unknowns being placed to reach the solution. The displacement fields first utilize an indeterminate integral accompanied by a sinusoidal shape function to simulate the transverse shear deformation theory. The foundation’s mathematical model followed the two-Pasternak coefficient model, with one more term being added to represent the damping effect. The sandwich plate is essentially composed of three layers. This study presented three different FG sandwich plate geometric analytical solutions regarding layer orders and composition. The equations of motion were generated according to Hamilton’s principle. Thereafter, the analytical solution was based on Navier’s principle to solve the buckling temperature of a simply supported FG sandwich plate seated on a viscoelastic foundation. This paper shows a parametric study of the effect of the damping coefficient along with the aspect ratio, moisture condition, power-law index, and temperature variation over the buckling temperature of the FG “sandwich plate” on the viscoelastic foundation. •Effect of visco-Pasternak foundation on buckling response of FG plate is studied.•An efficient analytical approach is developed for buckling analysis.•Original integral shear deformation model has been used.•Influences of geometry, hygrothermal conditions and damping coefficient are explored.
AbstractList	This study presents the buckling response of functionally graded (FG) “sandwich plate” on a viscoelastic foundation and exposed to hygrothermal conditions. An accurate solution is developed using higher-order shear deformation theory (HSDT), with only four unknowns being placed to reach the solution. The displacement fields first utilize an indeterminate integral accompanied by a sinusoidal shape function to simulate the transverse shear deformation theory. The foundation’s mathematical model followed the two-Pasternak coefficient model, with one more term being added to represent the damping effect. The sandwich plate is essentially composed of three layers. This study presented three different FG sandwich plate geometric analytical solutions regarding layer orders and composition. The equations of motion were generated according to Hamilton’s principle. Thereafter, the analytical solution was based on Navier’s principle to solve the buckling temperature of a simply supported FG sandwich plate seated on a viscoelastic foundation. This paper shows a parametric study of the effect of the damping coefficient along with the aspect ratio, moisture condition, power-law index, and temperature variation over the buckling temperature of the FG “sandwich plate” on the viscoelastic foundation. •Effect of visco-Pasternak foundation on buckling response of FG plate is studied.•An efficient analytical approach is developed for buckling analysis.•Original integral shear deformation model has been used.•Influences of geometry, hygrothermal conditions and damping coefficient are explored.
ArticleNumber	108549
Author	Zaitoun, Mohamad W. Sharif, Alfarabi Al-Zahrani, Mesfer M. Al-Dulaijan, Salah U. Al-Osta, Mohammed A. Chikh, Abdelbaki Tounsi, Abdelouahed
Author_xml	– sequence: 1 givenname: Mohamad W. surname: Zaitoun fullname: Zaitoun, Mohamad W. organization: Department of Civil and Environmental Engineering, King Fahd University of Petroleum and Minerals, 31261 Dhahran, Eastern Province, Saudi Arabia – sequence: 2 givenname: Abdelbaki orcidid: 0000-0002-5753-7090 surname: Chikh fullname: Chikh, Abdelbaki organization: Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology, Civil Engineering Department, Algeria – sequence: 3 givenname: Abdelouahed surname: Tounsi fullname: Tounsi, Abdelouahed email: abdelouahed.tounsi@yonsei.ac.kr organization: Department of Civil and Environmental Engineering, King Fahd University of Petroleum and Minerals, 31261 Dhahran, Eastern Province, Saudi Arabia – sequence: 4 givenname: Mohammed A. surname: Al-Osta fullname: Al-Osta, Mohammed A. organization: Department of Civil and Environmental Engineering, King Fahd University of Petroleum and Minerals, 31261 Dhahran, Eastern Province, Saudi Arabia – sequence: 5 givenname: Alfarabi surname: Sharif fullname: Sharif, Alfarabi organization: Department of Civil and Environmental Engineering, King Fahd University of Petroleum and Minerals, 31261 Dhahran, Eastern Province, Saudi Arabia – sequence: 6 givenname: Salah U. surname: Al-Dulaijan fullname: Al-Dulaijan, Salah U. organization: Department of Civil and Environmental Engineering, King Fahd University of Petroleum and Minerals, 31261 Dhahran, Eastern Province, Saudi Arabia – sequence: 7 givenname: Mesfer M. surname: Al-Zahrani fullname: Al-Zahrani, Mesfer M. organization: Department of Civil and Environmental Engineering, King Fahd University of Petroleum and Minerals, 31261 Dhahran, Eastern Province, Saudi Arabia
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Keywords	Viscoelastic foundation Higher-order shear deformation theory Functionally graded material Non-uniform temperature HSDT Hygrothermal environment Buckling FGM
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Snippet	This study presents the buckling response of functionally graded (FG) “sandwich plate” on a viscoelastic foundation and exposed to hygrothermal conditions. An...
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StartPage	108549
SubjectTerms	Buckling FGM Functionally graded material Higher-order shear deformation theory HSDT Hygrothermal environment Non-uniform temperature Viscoelastic foundation
Title	Influence of the visco-Pasternak foundation parameters on the buckling behavior of a sandwich functional graded ceramic–metal plate in a hygrothermal environment
URI	https://dx.doi.org/10.1016/j.tws.2021.108549
Volume	170
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