Influence of Applied Loads on Free Vibrations of Functionally Graded Material Plate–Shell Panels

Author:

Moita José Simões1ORCID,Correia Victor Franco2ORCID,Soares Cristóvão Mota1ORCID

Affiliation:

1. IDMEC, Instituto Superior Técnico, Universidade de Lisboa, Av. Rovisco Pais, 1049-001 Lisboa, Portugal

2. ENIDH—Escola Superior Náutica Infante D. Henrique, Av. Eng. Bonneville Franco, 2770-058 Paço de Arcos, Portugal

Abstract

An analysis of the influence of applied loads on free vibrations of plate and shell panels made of functionally graded materials is analyzed in the present work. Formulations for the static analysis considering geometrically nonlinear behavior, as well as linear buckling and free vibrations analyses are considered. A calculation of the through-thickness stress distribution is also performed. The finite element model is based on a higher order shear deformation theory using a non-conforming flat triangular plate/shell element with three nodes, and eight degrees of freedom per node is used in the numerical implementation. The results obtained with this numerical model are presented, discussed, and compared with alternative solutions published by other authors in some benchmark applications.

Publisher

MDPI AG

Reference25 articles.

1. Nonlinear analysis of functionally graded plates and shallow shells;Woo;Int. J. Solids Struct.,2001

2. Reddy, J.N., and Arciniega, R.A. (2006). Analysis and Design of Plated Structures: Dynamics, Woodhead Publishing.

3. Large deformation analysis of functionally graded shells;Arciniega;Int. J. Solids Struct.,2007

4. Geometrically nonlinear analysis of functionally graded material (FGM) plates and shells using a four-node quasi-conforming shell element;Kim;J. Compos. Mater.,2008

5. Geometrically nonlinear analysis of functionally graded shells;Zhao;Int. J. Mech. Sci.,2009

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