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...
Main Authors: | , , , |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2014-01-01
|
Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.1155/2014/795708 |
id |
doaj-0cec486de02e431a991dd393726213f8 |
---|---|
record_format |
Article |
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 |
_version_ |
1725438871065329664 |