Stability of rectangular cantilever plates with high elasticity

The problem of cantilever plate stability has been little studied due to the difficulty of solving the corresponding boundary problem. The known approximate solutions mainly concern only the first critical load. In this paper, stability of an elastic rectangular cantilever plate under the action of...

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Main Authors: Sukhoterin Mikhail, Baryshnikov Sergey, Knysh Tatiana, Rasputina Elena
Format: Article
Language:English
Published: EDP Sciences 2021-01-01
Series:E3S Web of Conferences
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/20/e3sconf_emmft2020_04004.pdf
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spelling doaj-f49b1deb478c445caed5cca414001ba22021-04-06T13:47:41ZengEDP SciencesE3S Web of Conferences2267-12422021-01-012440400410.1051/e3sconf/202124404004e3sconf_emmft2020_04004Stability of rectangular cantilever plates with high elasticitySukhoterin Mikhail0Baryshnikov Sergey1Knysh Tatiana2Rasputina Elena3Admiral Makarov State University of Maritime and Inland ShippingAdmiral Makarov State University of Maritime and Inland ShippingAdmiral Makarov State University of Maritime and Inland ShippingAdmiral Makarov State University of Maritime and Inland ShippingThe problem of cantilever plate stability has been little studied due to the difficulty of solving the corresponding boundary problem. The known approximate solutions mainly concern only the first critical load. In this paper, stability of an elastic rectangular cantilever plate under the action of uniform pressure applied to its edge opposite to the clamped edge is investigated. Under such conditions, thin canopies of buildings made of new materials can be found at sharp gusts of wind in longitudinal direction. At present, cantilever nanoplates are widely used as key components of sensors to create nanoscale transistors where they are exposed to magnetic fields in the plate plane. The aim of the study is to obtain the critical force spectrum and corresponding forms of supercritical equilibrium. The deflection function is selected as a sum of two hyperbolic trigonometric series with adding special compensating summands to the main symmetric solution for the free terms of the decomposition of the functions in the Fourier series by cosines. The fulfillment of all conditions of the boundary problem leads to an infinite homogeneous system of linear algebraic equations with regard to unknown series coefficients. The task of the study is to create a numerical algorithm that allows finding eigenvalues of the resolving system with high accuracy. The search for critical loads (eigenvalues) giving a nontrivial solution of this system is carried out by brute force search of compressive load value in combination with the method of sequential approximations. For the plates with different side ratios, the spectrum of the first three critical loads is obtained, at which new forms of equilibrium emerge. An antisymmetric solution is obtained and studied. 3D images of the corresponding forms are presented.https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/20/e3sconf_emmft2020_04004.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Sukhoterin Mikhail
Baryshnikov Sergey
Knysh Tatiana
Rasputina Elena
spellingShingle Sukhoterin Mikhail
Baryshnikov Sergey
Knysh Tatiana
Rasputina Elena
Stability of rectangular cantilever plates with high elasticity
E3S Web of Conferences
author_facet Sukhoterin Mikhail
Baryshnikov Sergey
Knysh Tatiana
Rasputina Elena
author_sort Sukhoterin Mikhail
title Stability of rectangular cantilever plates with high elasticity
title_short Stability of rectangular cantilever plates with high elasticity
title_full Stability of rectangular cantilever plates with high elasticity
title_fullStr Stability of rectangular cantilever plates with high elasticity
title_full_unstemmed Stability of rectangular cantilever plates with high elasticity
title_sort stability of rectangular cantilever plates with high elasticity
publisher EDP Sciences
series E3S Web of Conferences
issn 2267-1242
publishDate 2021-01-01
description The problem of cantilever plate stability has been little studied due to the difficulty of solving the corresponding boundary problem. The known approximate solutions mainly concern only the first critical load. In this paper, stability of an elastic rectangular cantilever plate under the action of uniform pressure applied to its edge opposite to the clamped edge is investigated. Under such conditions, thin canopies of buildings made of new materials can be found at sharp gusts of wind in longitudinal direction. At present, cantilever nanoplates are widely used as key components of sensors to create nanoscale transistors where they are exposed to magnetic fields in the plate plane. The aim of the study is to obtain the critical force spectrum and corresponding forms of supercritical equilibrium. The deflection function is selected as a sum of two hyperbolic trigonometric series with adding special compensating summands to the main symmetric solution for the free terms of the decomposition of the functions in the Fourier series by cosines. The fulfillment of all conditions of the boundary problem leads to an infinite homogeneous system of linear algebraic equations with regard to unknown series coefficients. The task of the study is to create a numerical algorithm that allows finding eigenvalues of the resolving system with high accuracy. The search for critical loads (eigenvalues) giving a nontrivial solution of this system is carried out by brute force search of compressive load value in combination with the method of sequential approximations. For the plates with different side ratios, the spectrum of the first three critical loads is obtained, at which new forms of equilibrium emerge. An antisymmetric solution is obtained and studied. 3D images of the corresponding forms are presented.
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/20/e3sconf_emmft2020_04004.pdf
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AT baryshnikovsergey stabilityofrectangularcantileverplateswithhighelasticity
AT knyshtatiana stabilityofrectangularcantileverplateswithhighelasticity
AT rasputinaelena stabilityofrectangularcantileverplateswithhighelasticity
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