Buckling of Euler Columns with a Continuous Elastic Restraint via Homotopy Analysis Method

Homotopy Analysis Method (HAM) is applied to find the critical buckling load of the Euler columns with continuous elastic restraints. HAM has been successfully applied to many linear and nonlinear, ordinary and partial, differential equations, integral equations, and difference equations. In this st...

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Main Authors: Aytekin Eryılmaz, M. Tarık Atay, Safa B. Coşkun, Musa Başbük
Format: Article
Language:English
Published: Wiley 2013-01-01
Series:Journal of Applied Mathematics
Online Access:http://dx.doi.org/10.1155/2013/341063
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author Aytekin Eryılmaz
M. Tarık Atay
Safa B. Coşkun
Musa Başbük
author_facet Aytekin Eryılmaz
M. Tarık Atay
Safa B. Coşkun
Musa Başbük
author_sort Aytekin Eryılmaz
collection DOAJ
description Homotopy Analysis Method (HAM) is applied to find the critical buckling load of the Euler columns with continuous elastic restraints. HAM has been successfully applied to many linear and nonlinear, ordinary and partial, differential equations, integral equations, and difference equations. In this study, we presented the application of HAM to the critical buckling loads for Euler columns with five different support cases continuous elastic restraints. The results are compared with the analytic solutions.
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id doaj-art-5b51ec9ac77e47aaaf94cd92284d46de
institution OA Journals
issn 1110-757X
1687-0042
language English
publishDate 2013-01-01
publisher Wiley
record_format Article
series Journal of Applied Mathematics
spelling doaj-art-5b51ec9ac77e47aaaf94cd92284d46de2025-08-20T02:05:13ZengWileyJournal of Applied Mathematics1110-757X1687-00422013-01-01201310.1155/2013/341063341063Buckling of Euler Columns with a Continuous Elastic Restraint via Homotopy Analysis MethodAytekin Eryılmaz0M. Tarık Atay1Safa B. Coşkun2Musa Başbük3Department of Mathematics, Nevşehir University, 50300 Nevşehir, TurkeyDepartment of Mathematics, Niğde University, 51100 Niğde, TurkeyDepartment of Civil Engineering, Kocaeli University, 41380 Kocaeli, TurkeyDepartment of Mathematics, Nevşehir University, 50300 Nevşehir, TurkeyHomotopy Analysis Method (HAM) is applied to find the critical buckling load of the Euler columns with continuous elastic restraints. HAM has been successfully applied to many linear and nonlinear, ordinary and partial, differential equations, integral equations, and difference equations. In this study, we presented the application of HAM to the critical buckling loads for Euler columns with five different support cases continuous elastic restraints. The results are compared with the analytic solutions.http://dx.doi.org/10.1155/2013/341063
spellingShingle Aytekin Eryılmaz
M. Tarık Atay
Safa B. Coşkun
Musa Başbük
Buckling of Euler Columns with a Continuous Elastic Restraint via Homotopy Analysis Method
Journal of Applied Mathematics
title Buckling of Euler Columns with a Continuous Elastic Restraint via Homotopy Analysis Method
title_full Buckling of Euler Columns with a Continuous Elastic Restraint via Homotopy Analysis Method
title_fullStr Buckling of Euler Columns with a Continuous Elastic Restraint via Homotopy Analysis Method
title_full_unstemmed Buckling of Euler Columns with a Continuous Elastic Restraint via Homotopy Analysis Method
title_short Buckling of Euler Columns with a Continuous Elastic Restraint via Homotopy Analysis Method
title_sort buckling of euler columns with a continuous elastic restraint via homotopy analysis method
url http://dx.doi.org/10.1155/2013/341063
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AT mtarıkatay bucklingofeulercolumnswithacontinuouselasticrestraintviahomotopyanalysismethod
AT safabcoskun bucklingofeulercolumnswithacontinuouselasticrestraintviahomotopyanalysismethod
AT musabasbuk bucklingofeulercolumnswithacontinuouselasticrestraintviahomotopyanalysismethod