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  5. A simple quasi-3D HSDT for the dynamics analysis of FG thick plate on elastic foundation

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Article
English
2019

A simple quasi-3D HSDT for the dynamics analysis of FG thick plate on elastic foundation

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English
2019
Steel and Composite Structures
Vol 31 (5)
DOI: 10.12989/scs.2019.31.5.503

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Mohammed Al-osta
Mohammed Al-osta

King Fahd University Of Petroleum & Minerals

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Zoulikha Boukhlif
Mohammed Bouremana
Fouad Bourada
+4 more

Abstract

This work presents a dynamic investigation of functionally graded (FG) plates resting on elastic foundation using a simple quasi-3D higher shear deformation theory (quasi-3D HSDT) in which the stretching effect is considered. The culmination of this theory is that in addition to taking into account the effect of thickness extension (ez ≠ 0), the kinematic is defined with only 4 unknowns, which is even lower than the first order shear deformation theory (FSDT). The elastic foundation is included in the formulation using the Pasternak mathematical model. The governing equations are deduced through the Hamilton's principle. These equations are then solved via closed-type solutions of the Navier type. The fundamental frequencies are predicted by solving the eigenvalue problem. The degree of accuracy of present solutions can be shown by comparing it to the 3D solution and other closed-form solutions available in the literature.

How to cite this publication

Zoulikha Boukhlif, Mohammed Bouremana, Fouad Bourada, Abdelmoumen Anis Bousahla, Mohamed Bourada, Abdelouahed Tounsi, Mohammed Al-osta (2019). A simple quasi-3D HSDT for the dynamics analysis of FG thick plate on elastic foundation. Steel and Composite Structures, 31(5), pp. 503-516, DOI: 10.12989/scs.2019.31.5.503.

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Publication Details

Type

Article

Year

2019

Authors

7

Datasets

0

Total Files

0

Language

English

Journal

Steel and Composite Structures

DOI

10.12989/scs.2019.31.5.503

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