Stability of Euler's method for evaluating large deformation of shear deformable plates by dual reciprocity boundary element method

In this paper the dual reciprocity boundary element method (DRBEM) is employed to evaluate large deformations of shear deformable plates. Incremental approaches utilizing the Euler method and the total incremental method are used for treating the nonlinear problems. A simple numerical algorithm for...

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Main Authors: Purbolaksono J., Aliabadi M.H.
其他作者: 8621252500
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出版: Elsevier Ltd 2023
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spelling my.uniten.dspace-306982023-12-29T15:51:31Z Stability of Euler's method for evaluating large deformation of shear deformable plates by dual reciprocity boundary element method Purbolaksono J. Aliabadi M.H. 8621252500 57034025200 Boundary element method Dual reciprocity Incremental approach Large deformation Shear deformable plates Deformation Sailing vessels Shear deformation Different boundary condition Dual reciprocity Dual reciprocity boundary element method Dual reciprocity methods Incremental approach Nonlinear problems Numerical algorithms Shear deformable plate Boundary element method In this paper the dual reciprocity boundary element method (DRBEM) is employed to evaluate large deformations of shear deformable plates. Incremental approaches utilizing the Euler method and the total incremental method are used for treating the nonlinear problems. A simple numerical algorithm for analyzing the problems is presented. Two numerical examples of square plates with different boundary conditions subjected to transverse loadings are presented to demonstrate the accuracy of the formulation. The Euler method seems to be a more stable method for treating nonlinear problems of the shear deformable plate if the dual reciprocity method is employed to evaluate the domain integrals that appear in the formulations. � 2010 Elsevier Ltd. All rights reserved. Final 2023-12-29T07:51:30Z 2023-12-29T07:51:30Z 2010 Article 10.1016/j.enganabound.2010.03.011 2-s2.0-79952043649 https://www.scopus.com/inward/record.uri?eid=2-s2.0-79952043649&doi=10.1016%2fj.enganabound.2010.03.011&partnerID=40&md5=5962149d92a62409c2dd785eb4dac638 https://irepository.uniten.edu.my/handle/123456789/30698 34 9 819 823 Elsevier Ltd Scopus
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
url_provider http://dspace.uniten.edu.my/
topic Boundary element method
Dual reciprocity
Incremental approach
Large deformation
Shear deformable plates
Deformation
Sailing vessels
Shear deformation
Different boundary condition
Dual reciprocity
Dual reciprocity boundary element method
Dual reciprocity methods
Incremental approach
Nonlinear problems
Numerical algorithms
Shear deformable plate
Boundary element method
spellingShingle Boundary element method
Dual reciprocity
Incremental approach
Large deformation
Shear deformable plates
Deformation
Sailing vessels
Shear deformation
Different boundary condition
Dual reciprocity
Dual reciprocity boundary element method
Dual reciprocity methods
Incremental approach
Nonlinear problems
Numerical algorithms
Shear deformable plate
Boundary element method
Purbolaksono J.
Aliabadi M.H.
Stability of Euler's method for evaluating large deformation of shear deformable plates by dual reciprocity boundary element method
description In this paper the dual reciprocity boundary element method (DRBEM) is employed to evaluate large deformations of shear deformable plates. Incremental approaches utilizing the Euler method and the total incremental method are used for treating the nonlinear problems. A simple numerical algorithm for analyzing the problems is presented. Two numerical examples of square plates with different boundary conditions subjected to transverse loadings are presented to demonstrate the accuracy of the formulation. The Euler method seems to be a more stable method for treating nonlinear problems of the shear deformable plate if the dual reciprocity method is employed to evaluate the domain integrals that appear in the formulations. � 2010 Elsevier Ltd. All rights reserved.
author2 8621252500
author_facet 8621252500
Purbolaksono J.
Aliabadi M.H.
format Article
author Purbolaksono J.
Aliabadi M.H.
author_sort Purbolaksono J.
title Stability of Euler's method for evaluating large deformation of shear deformable plates by dual reciprocity boundary element method
title_short Stability of Euler's method for evaluating large deformation of shear deformable plates by dual reciprocity boundary element method
title_full Stability of Euler's method for evaluating large deformation of shear deformable plates by dual reciprocity boundary element method
title_fullStr Stability of Euler's method for evaluating large deformation of shear deformable plates by dual reciprocity boundary element method
title_full_unstemmed Stability of Euler's method for evaluating large deformation of shear deformable plates by dual reciprocity boundary element method
title_sort stability of euler's method for evaluating large deformation of shear deformable plates by dual reciprocity boundary element method
publisher Elsevier Ltd
publishDate 2023
_version_ 1806426146429992960
score 13.251813