Abstract

The main purpose of the paper is to present an innovative higher-order structural theory to accurately evaluate the natural frequencies of laminated composite shells. A new kinematic model is developed starting from the theoretical framework given by a unified formulation. The kinematic expansion is taken as a free parameter, and the three-dimensional displacement field is described by using alternatively the Legendre or Lagrange polynomials, following the key points of the most typical Layer-wise (LW) approaches. The structure is considered as a unique body and all the geometric and mechanical properties are evaluated on the shell middle surface, following the idea of the well-known Equivalent Single Layer (ESL) models. For this purpose, the name Equivalent Layer-Wise (ELW) is introduced to define the present approach. The governing equations are solved numerically by means of the Generalized Differential Quadrature (GDQ) method and the solutions are compared with the results available in the literature or obtained through a commercial finite element program. Due to the generality of the current method, several boundary conditions and various mechanical and geometric configurations are considered. Finally, it should be underlined that different doubly-curved surfaces may be considered following the mathematical framework given by the differential geometry.

Highlights

  • The development of refined structural models or higher-order theories currently represents one of the most active areas for many researchers in the structural mechanics field

  • In the the present present section, several applications are presented to show the validity of both both the the present present theoretical theoretical approach approach and and the numerical numerical methods methods for for the the evaluation evaluation of of the free vibrations of various laminated laminated composite composite shells

  • The natural frequencies are written p in their non-dimensional form Ω = 2π f R ρ/E2 in Table 5 for the toro-circular panel with Rb = 1.5 m, whereas the results shown in Table 6 are related to the second surface (Rb = −1.5 m)

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Summary

Introduction

The development of refined structural models or higher-order theories currently represents one of the most active areas for many researchers in the structural mechanics field Their interest in this subject is mainly due to the fact that the use of advanced materials has shown inadequacy of the classical or first-order theories to capture the effective mechanical behavior of this class of materials, such as laminated composites or functionally graded materials [1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20]. It should be noted that the aforementioned papers were mainly focused on plates and shells

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