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Erschienen in: Archive of Applied Mechanics 9/2019

15.04.2019 | Original

New analytic buckling solutions of moderately thick clamped rectangular plates by a straightforward finite integral transform method

verfasst von: Salamat Ullah, Haiyang Wang, Xinran Zheng, Jinghui Zhang, Yang Zhong, Rui Li

Erschienen in: Archive of Applied Mechanics | Ausgabe 9/2019

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Abstract

A first endeavor is made in this paper to explore new analytic buckling solutions of moderately thick rectangular plates by a straightforward double finite integral transform method, with focus on typical non-Lévy-type fully clamped plates that are not easy to solve in a rigorous way by the other analytic methods. Solving the governing higher-order partial differential equations with prescribed boundary conditions is elegantly reduced to processing four sets of simultaneous linear equations, the existence of nonzero solutions of which determines the buckling loads and associated mode shapes. Both numerical and graphical results confirm the validity and accuracy of the developed method and solutions by favorable comparison with the literature and finite element analysis. The succinct but effective technique presented in this study can provide an easy-to-implement theoretical tool to seek more analytic solutions of complex boundary value problems.

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Metadaten
Titel
New analytic buckling solutions of moderately thick clamped rectangular plates by a straightforward finite integral transform method
verfasst von
Salamat Ullah
Haiyang Wang
Xinran Zheng
Jinghui Zhang
Yang Zhong
Rui Li
Publikationsdatum
15.04.2019
Verlag
Springer Berlin Heidelberg
Erschienen in
Archive of Applied Mechanics / Ausgabe 9/2019
Print ISSN: 0939-1533
Elektronische ISSN: 1432-0681
DOI
https://doi.org/10.1007/s00419-019-01549-6

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