The application of new sets of static beam functions to the vibration analysis of rectangular plates with varying complexity

Several sets of static beam functions have been established by the authors, which are the static solutions of beams under arbitrary static loads. The beam is a strip taken from the rectangular plate to be considered, and the static load acting on the beam is expanded into a series which may be a series of point loads or a series of sinusoid loads or a series of polynomial loads. These sets of static beam functions have been successfully applied to the vibration analysis of rectangular plates with varying complexity by the Rayleigh-Ritz method and finite strip method. Some numerical results are given. By comparing the results with those available from literature it can be shown that the present method is extremely effective for solving the aforementioned problems and usually a few static beam functions will be sufficient to give acceptable results.

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Publication Details

Published
2026-02-26
DOI
https://doi.org/10.1201/9781003761730-73
Primary Topic
Composite Structure Analysis and Optimization
Type
article
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article

The application of new sets of static beam functions to the vibration analysis of rectangular plates with varying complexity

Ding Zhou, YK Cheung
Composite Structure Analysis and Optimization
article

The application of new sets of static beam functions to the vibration analysis of rectangular plates with varying complexity

Ding Zhou, YK Cheung
article en

Abstract

Several sets of static beam functions have been established by the authors, which are the static solutions of beams under arbitrary static loads. The beam is a strip taken from the rectangular plate to be considered, and the static load acting on the beam is expanded into a series which may be a series of point loads or a series of sinusoid loads or a series of polynomial loads. These sets of static beam functions have been successfully applied to the vibration analysis of rectangular plates with varying complexity by the Rayleigh-Ritz method and finite strip method. Some numerical results are given. By comparing the results with those available from literature it can be shown that the present method is extremely effective for solving the aforementioned problems and usually a few static beam functions will be sufficient to give acceptable results.

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Composite Structure Analysis and Optimization
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