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Numerical Manifold Method for the Forced Vibration of Thin Plates during Bending

A novel numerical manifold method was derived from the cubic B-spline basis function. The new interpolation function is characterized by high-order coordination at the boundary of a manifold element. The linear elastic-dynamic equation used to solve the bending vibration of thin plates was derived a...

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Detalles Bibliográficos
Autores principales: Jun, Ding, Song, Chen, Wei-Bin, Wen, Shao-Ming, Luo, Xia, Huang
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Hindawi Publishing Corporation 2014
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC4032699/
https://www.ncbi.nlm.nih.gov/pubmed/24883403
http://dx.doi.org/10.1155/2014/520958
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author Jun, Ding
Song, Chen
Wei-Bin, Wen
Shao-Ming, Luo
Xia, Huang
author_facet Jun, Ding
Song, Chen
Wei-Bin, Wen
Shao-Ming, Luo
Xia, Huang
author_sort Jun, Ding
collection PubMed
description A novel numerical manifold method was derived from the cubic B-spline basis function. The new interpolation function is characterized by high-order coordination at the boundary of a manifold element. The linear elastic-dynamic equation used to solve the bending vibration of thin plates was derived according to the principle of minimum instantaneous potential energy. The method for the initialization of the dynamic equation and its solution process were provided. Moreover, the analysis showed that the calculated stiffness matrix exhibited favorable performance. Numerical results showed that the generalized degrees of freedom were significantly fewer and that the calculation accuracy was higher for the manifold method than for the conventional finite element method.
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spelling pubmed-40326992014-06-01 Numerical Manifold Method for the Forced Vibration of Thin Plates during Bending Jun, Ding Song, Chen Wei-Bin, Wen Shao-Ming, Luo Xia, Huang ScientificWorldJournal Research Article A novel numerical manifold method was derived from the cubic B-spline basis function. The new interpolation function is characterized by high-order coordination at the boundary of a manifold element. The linear elastic-dynamic equation used to solve the bending vibration of thin plates was derived according to the principle of minimum instantaneous potential energy. The method for the initialization of the dynamic equation and its solution process were provided. Moreover, the analysis showed that the calculated stiffness matrix exhibited favorable performance. Numerical results showed that the generalized degrees of freedom were significantly fewer and that the calculation accuracy was higher for the manifold method than for the conventional finite element method. Hindawi Publishing Corporation 2014 2014-04-30 /pmc/articles/PMC4032699/ /pubmed/24883403 http://dx.doi.org/10.1155/2014/520958 Text en Copyright © 2014 Ding Jun et al. https://creativecommons.org/licenses/by/3.0/ This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
spellingShingle Research Article
Jun, Ding
Song, Chen
Wei-Bin, Wen
Shao-Ming, Luo
Xia, Huang
Numerical Manifold Method for the Forced Vibration of Thin Plates during Bending
title Numerical Manifold Method for the Forced Vibration of Thin Plates during Bending
title_full Numerical Manifold Method for the Forced Vibration of Thin Plates during Bending
title_fullStr Numerical Manifold Method for the Forced Vibration of Thin Plates during Bending
title_full_unstemmed Numerical Manifold Method for the Forced Vibration of Thin Plates during Bending
title_short Numerical Manifold Method for the Forced Vibration of Thin Plates during Bending
title_sort numerical manifold method for the forced vibration of thin plates during bending
topic Research Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC4032699/
https://www.ncbi.nlm.nih.gov/pubmed/24883403
http://dx.doi.org/10.1155/2014/520958
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