Free Vibration and Flexural Loss Factors of Viscoelastic Laminated Composite Truncated Conical Shells Using Harmonic Differential Quadrature Method

In this paper, the damping and dynamic behavior of laminated composite truncated conical shells with viscoelastic layers are investigated. The viscoelastic properties of the fiber-reinforced plastic composites are modeled using the Kelvin–Voigt viscoelastic model. The shell structure is formulated based on the first-order shear deformation theory. The governing equations and boundary conditions are derived using Hamilton’s variational principle. To compute the natural frequencies and loss factors of the laminated structure, the harmonic differential quadrature method is employed. Furthermore, the effects of various parameters, including the number of face sheet layers, boundary conditions, semi-vertex angle of the cone, circumferential dimensions, width, and thickness, on the vibration response and damping characteristics of the laminated composite truncated conical shells are examined. This study focuses on controlling vibrations in these shells to enhance their service life, with the layers designed to provide effective damping.

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Publication Details

Journal
International Journal of Structural Stability and Dynamics
Published
2026-01-05
DOI
https://doi.org/10.1142/s0219455427502233
Primary Topic
Composite Structure Analysis and Optimization
Type
article
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article

Free Vibration and Flexural Loss Factors of Viscoelastic Laminated Composite Truncated Conical Shells Using Harmonic Differential Quadrature Method

Hadj Youzera, Abdelouahed Encadreur Tounsi, Sherain M. Y. Mohamed, Nasrin B. M. Elbashir
International Journal of Structural Stability and Dynamics
Composite Structure Analysis and Optimization
article

Free Vibration and Flexural Loss Factors of Viscoelastic Laminated Composite Truncated Conical Shells Using Harmonic Differential Quadrature Method

Hadj Youzera, Abdelouahed Encadreur Tounsi, Sherain M. Y. Mohamed, Nasrin B. M. Elbashir
article en

Abstract

In this paper, the damping and dynamic behavior of laminated composite truncated conical shells with viscoelastic layers are investigated. The viscoelastic properties of the fiber-reinforced plastic composites are modeled using the Kelvin–Voigt viscoelastic model. The shell structure is formulated based on the first-order shear deformation theory. The governing equations and boundary conditions are derived using Hamilton’s variational principle. To compute the natural frequencies and loss factors of the laminated structure, the harmonic differential quadrature method is employed. Furthermore, the effects of various parameters, including the number of face sheet layers, boundary conditions, semi-vertex angle of the cone, circumferential dimensions, width, and thickness, on the vibration response and damping characteristics of the laminated composite truncated conical shells are examined. This study focuses on controlling vibrations in these shells to enhance their service life, with the layers designed to provide effective damping.

International Journal of Structural Stability and Dynamics
King Fahd University of Petroleum and Minerals (SA), Prince Sattam Bin Abdulaziz University (SA), Université Mustapha Stambouli de Mascara (DZ)
Openalex Percentile: Top 97%
Composite Structure Analysis and Optimization
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