Approximate Series Solutions for Nonlinear Free Vibration of Suspended Cables

This paper presents approximate series solutions for nonlinear free vibration of suspended cables via the Lindstedt-Poincare method and homotopy analysis method, respectively. Firstly, taking into account the geometric nonlinearity of the suspended cable as well as the quasi-static assumption, a mat...

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Main Authors: Yaobing Zhao, Ceshi Sun, Zhiqian Wang, Lianhua Wang
Format: Article
Language:English
Published: Hindawi Limited 2014-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2014/795708
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spelling doaj-0cec486de02e431a991dd393726213f82020-11-25T00:02:13ZengHindawi LimitedShock and Vibration1070-96221875-92032014-01-01201410.1155/2014/795708795708Approximate Series Solutions for Nonlinear Free Vibration of Suspended CablesYaobing Zhao0Ceshi Sun1Zhiqian Wang2Lianhua Wang3College of Civil Engineering, Hunan University, Changsha, Hunan 410082, ChinaCollege of Civil Engineering, Hunan University, Changsha, Hunan 410082, ChinaCollege of Mechanical and Vehicle Engineering, Hunan University, Changsha, Hunan 410082, ChinaCollege of Civil Engineering, Hunan University, Changsha, Hunan 410082, ChinaThis paper presents approximate series solutions for nonlinear free vibration of suspended cables via the Lindstedt-Poincare method and homotopy analysis method, respectively. Firstly, taking into account the geometric nonlinearity of the suspended cable as well as the quasi-static assumption, a mathematical model is presented. Secondly, two analytical methods are introduced to obtain the approximate series solutions in the case of nonlinear free vibration. Moreover, small and large sag-to-span ratios and initial conditions are chosen to study the nonlinear dynamic responses by these two analytical methods. The numerical results indicate that frequency amplitude relationships obtained with different analytical approaches exhibit some quantitative and qualitative differences in the cases of motions, mode shapes, and particular sag-to-span ratios. Finally, a detailed comparison of the differences in the displacement fields and cable axial total tensions is made.http://dx.doi.org/10.1155/2014/795708
collection DOAJ
language English
format Article
sources DOAJ
author Yaobing Zhao
Ceshi Sun
Zhiqian Wang
Lianhua Wang
spellingShingle Yaobing Zhao
Ceshi Sun
Zhiqian Wang
Lianhua Wang
Approximate Series Solutions for Nonlinear Free Vibration of Suspended Cables
Shock and Vibration
author_facet Yaobing Zhao
Ceshi Sun
Zhiqian Wang
Lianhua Wang
author_sort Yaobing Zhao
title Approximate Series Solutions for Nonlinear Free Vibration of Suspended Cables
title_short Approximate Series Solutions for Nonlinear Free Vibration of Suspended Cables
title_full Approximate Series Solutions for Nonlinear Free Vibration of Suspended Cables
title_fullStr Approximate Series Solutions for Nonlinear Free Vibration of Suspended Cables
title_full_unstemmed Approximate Series Solutions for Nonlinear Free Vibration of Suspended Cables
title_sort approximate series solutions for nonlinear free vibration of suspended cables
publisher Hindawi Limited
series Shock and Vibration
issn 1070-9622
1875-9203
publishDate 2014-01-01
description This paper presents approximate series solutions for nonlinear free vibration of suspended cables via the Lindstedt-Poincare method and homotopy analysis method, respectively. Firstly, taking into account the geometric nonlinearity of the suspended cable as well as the quasi-static assumption, a mathematical model is presented. Secondly, two analytical methods are introduced to obtain the approximate series solutions in the case of nonlinear free vibration. Moreover, small and large sag-to-span ratios and initial conditions are chosen to study the nonlinear dynamic responses by these two analytical methods. The numerical results indicate that frequency amplitude relationships obtained with different analytical approaches exhibit some quantitative and qualitative differences in the cases of motions, mode shapes, and particular sag-to-span ratios. Finally, a detailed comparison of the differences in the displacement fields and cable axial total tensions is made.
url http://dx.doi.org/10.1155/2014/795708
work_keys_str_mv AT yaobingzhao approximateseriessolutionsfornonlinearfreevibrationofsuspendedcables
AT ceshisun approximateseriessolutionsfornonlinearfreevibrationofsuspendedcables
AT zhiqianwang approximateseriessolutionsfornonlinearfreevibrationofsuspendedcables
AT lianhuawang approximateseriessolutionsfornonlinearfreevibrationofsuspendedcables
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