Influences of Different Boundary Conditions and Hygro-Thermal Environment on the Free Vibration Responses of FGM Sandwich Plates Resting on Viscoelastic Foundation

Author:

Tounsi Abdeldjebbar1,Bousahla Abdelmoumen Anis2ORCID,Tahir Saeed I.3,Mostefa Adda Hadj4,Bourada Fouad56,Al-Osta Mohammed A.37,Tounsi Abdelouahed3789

Affiliation:

1. Industrial Engineering and Sustainable Development Laboratory, Faculty of Science & Technology, Mechanical Engineering Department, University of Rélizane, Algeria

2. Laboratoire de Modélisation et Simulation Multi-échelle, Université de Sidi Bel Abbés, Algeria

3. Department of Civil and Environmental Engineering, King Fahd University of Petroleum & Minerals, 31261 Dhahran, Eastern Province, Saudi Arabia

4. Industrial Engineering and Sustainable Development Laboratory, Department of Civil Engineering, Faculty of Science & Technology, University of Rélizane, Algeria

5. Material and Hydrology Laboratory, Faculty of Technology, Civil Engineering Department, University of Sidi Bel Abbes, Algeria

6. Département des Sciences et de la Technologie, Université de Tissemsilt, BP 38004, Ben Hamouda, Algérie

7. Interdisciplinary Research Center for Construction and Building Materials, KFUPM, Dhahran, Saudi Arabia

8. YFL (Yonsei Frontier Lab), Yonsei University, Seoul, Korea

9. Lebanese American University, Beirut, Lebanon

Abstract

This paper investigates the free vibration of functionally graded material (FGM) sandwich plates supported by different boundary conditions and influenced by a three-parameter viscoelastic foundation and hygro-thermal changes. Three types of FGM sandwich plates are studied and discussed, in which the FGM layers vary according to the power law rule and consist of ceramic and metal materials. An efficient and simple four-variable integral higher-order shear deformation theory (HSDT) is employed to model the analytical solution of the considered problem. Hamilton principle is implemented to obtain the plates’ governing equations and to derive the eigenvalue equation for the free vibration study. The model is verified by comparing numerical results with previous studies on the vibration of exponentially graded plates. New results are presented in this paper showing the influences of different boundary conditions, hygro-thermal changes, viscoelastic parameters, vibration modes, material exponents, and geometric dimensions.

Publisher

World Scientific Pub Co Pte Ltd

Subject

Applied Mathematics,Mechanical Engineering,Ocean Engineering,Aerospace Engineering,Building and Construction,Civil and Structural Engineering

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