Free flexural axisymmetric vibration of a clamped circular sandwich plate with a functionally graded core

This study presents an analytical model of a clamped circular sandwich plate with a functionally graded core, developed within the framework of an individual nonlinear shear deformation theory. The mathematical formulation is an original contribution, providing a unified representation of various structural configurations -- including three-layer-like, five-layer-like, homogeneous single-layer, and intermediate forms -- through a single continuous function. The variation of Young's modulus across the core is controlled by three parameters, enabling flexible modeling of material gradation. The governing equations are derived using Hamilton's principle and are solved analytically through an approximate solution method. The proposed model allows investigation of the effects of material property variation and the core-to-plate thickness ratio on the fundamental natural frequency, as well as on the shear effect coefficient and plate mass, yielding general conclusions supported by a coherent theoretical framework.

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Publication Details

Journal
Archive of Mechanical Engineering
Published
2025-08-11
DOI
https://doi.org/10.24425/ame.2025.154743
Primary Topic
Composite Structure Analysis and Optimization
Type
article
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article

Free flexural axisymmetric vibration of a clamped circular sandwich plate with a functionally graded core

Krzysztof Magnucki, Ewa Magnucka‐Blandzi
Archive of Mechanical Engineering
Composite Structure Analysis and Optimization
article

Free flexural axisymmetric vibration of a clamped circular sandwich plate with a functionally graded core

Krzysztof Magnucki, Ewa Magnucka‐Blandzi
article en

Abstract

This study presents an analytical model of a clamped circular sandwich plate with a functionally graded core, developed within the framework of an individual nonlinear shear deformation theory. The mathematical formulation is an original contribution, providing a unified representation of various structural configurations -- including three-layer-like, five-layer-like, homogeneous single-layer, and intermediate forms -- through a single continuous function. The variation of Young's modulus across the core is controlled by three parameters, enabling flexible modeling of material gradation. The governing equations are derived using Hamilton's principle and are solved analytically through an approximate solution method. The proposed model allows investigation of the effects of material property variation and the core-to-plate thickness ratio on the fundamental natural frequency, as well as on the shear effect coefficient and plate mass, yielding general conclusions supported by a coherent theoretical framework.

Archive of Mechanical Engineering
Poznan Supercomputing and Networking Center (PL), Institute of Mathematics (PL), Łukasiewicz Research Network - Wood Technology Institute (PL), Poznań University of Technology (PL)
Openalex Percentile: Top 77%
Composite Structure Analysis and Optimization
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