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Asymptotic derivation of 2D dynamic equations of motion for transversely inhomogeneous elastic plates

Kaplunov

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Abstract

The 3D dynamic equations in elasticity for a thin transversely inhomogeneous plate are subject to asymptotic analysis over the low-frequency range. The leading and first order approximations are derived. The former is given by a biharmonic equation on the mid-plane generalizing the classical Kirchhoff equation for plate bending. A simple explicit formula for the effective bending stiffness is presented. The refined first order equation involves the same biharmonic operator, as the leading order one, along with corrections expressed through Laplacians. However, the constant coefficients at these corrections take the form of sophisticated repeated integrals across the plate thickness. The formulae for the transverse variations of the displacement and stress components, especially relevant for FGM structures, are also obtained. The scope for comparison of the developed asymptotic results and the existing ad hoc considerations on the subject seems to be limited, in contrast to the homogeneous setup, due to a more substantial deviation between the predictions offered by these two approaches.

Citation

Kaplunov. (2022). Asymptotic derivation of 2D dynamic equations of motion for transversely inhomogeneous elastic plates. International Journal of Engineering Science, https://doi.org/10.1016/j.ijengsci.2022.103723

Acceptance Date Jun 13, 2022
Publication Date Aug 1, 2022
Publicly Available Date Aug 2, 2024
Journal International Journal of Engineering Science
Print ISSN 0020-7225
Publisher Elsevier
DOI https://doi.org/10.1016/j.ijengsci.2022.103723
Public URL https://keele-repository.worktribe.com/output/424211
Publisher URL https://www.sciencedirect.com/science/article/pii/S0020722522000921

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