Dynamic responses of a riser under combined excitation of internal waves and background currents
In this study, the dynamic responses of a riser under the combined excitation of internal waves and background currents are studied. A modified Taylor-Goldstein equation is used to calculate the internal waves vertical structures when background currents exist. By imposing rigid-lid boundary conditi...
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Online Access: | http://www.sciencedirect.com/science/article/pii/S2092678216301716 |
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doaj-640d1f803a90474699c70600a0c896ab2020-11-24T23:47:23ZengElsevierInternational Journal of Naval Architecture and Ocean Engineering2092-67822014-09-016368569910.2478/IJNAOE-2013-0205Dynamic responses of a riser under combined excitation of internal waves and background currentsMin Lou0Chenglong Yu1College of Petroleum Engineering, China University of Petroleum, Qingdao, Shandong, ChinaCollege of Petroleum Engineering, China University of Petroleum, Qingdao, Shandong, ChinaIn this study, the dynamic responses of a riser under the combined excitation of internal waves and background currents are studied. A modified Taylor-Goldstein equation is used to calculate the internal waves vertical structures when background currents exist. By imposing rigid-lid boundary condition, the equation is solved by Thompson-Haskell method. Based on the principle of virtual work, a nonlinear differential equation for riser motions is established combined with the modified Morison formula. Using Newmark-β method, the motion equation is solved in time domain. It is observed that the internal waves without currents exhibit dominated effect on dynamic response of a riser in the first two modes. With the effects of the background currents, the motion displacements of the riser will increase significantly in both cases that wave goes along and against the currents. This phenomenon is most obviously observed at the motions in the first mode.http://www.sciencedirect.com/science/article/pii/S2092678216301716Dynamic responseInternal wavesBackground currentsTaylor-goldstein equationNewmark-β method |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Min Lou Chenglong Yu |
spellingShingle |
Min Lou Chenglong Yu Dynamic responses of a riser under combined excitation of internal waves and background currents International Journal of Naval Architecture and Ocean Engineering Dynamic response Internal waves Background currents Taylor-goldstein equation Newmark-β method |
author_facet |
Min Lou Chenglong Yu |
author_sort |
Min Lou |
title |
Dynamic responses of a riser under combined excitation of internal waves and background currents |
title_short |
Dynamic responses of a riser under combined excitation of internal waves and background currents |
title_full |
Dynamic responses of a riser under combined excitation of internal waves and background currents |
title_fullStr |
Dynamic responses of a riser under combined excitation of internal waves and background currents |
title_full_unstemmed |
Dynamic responses of a riser under combined excitation of internal waves and background currents |
title_sort |
dynamic responses of a riser under combined excitation of internal waves and background currents |
publisher |
Elsevier |
series |
International Journal of Naval Architecture and Ocean Engineering |
issn |
2092-6782 |
publishDate |
2014-09-01 |
description |
In this study, the dynamic responses of a riser under the combined excitation of internal waves and background currents are studied. A modified Taylor-Goldstein equation is used to calculate the internal waves vertical structures when background currents exist. By imposing rigid-lid boundary condition, the equation is solved by Thompson-Haskell method. Based on the principle of virtual work, a nonlinear differential equation for riser motions is established combined with the modified Morison formula. Using Newmark-β method, the motion equation is solved in time domain. It is observed that the internal waves without currents exhibit dominated effect on dynamic response of a riser in the first two modes. With the effects of the background currents, the motion displacements of the riser will increase significantly in both cases that wave goes along and against the currents. This phenomenon is most obviously observed at the motions in the first mode. |
topic |
Dynamic response Internal waves Background currents Taylor-goldstein equation Newmark-β method |
url |
http://www.sciencedirect.com/science/article/pii/S2092678216301716 |
work_keys_str_mv |
AT minlou dynamicresponsesofariserundercombinedexcitationofinternalwavesandbackgroundcurrents AT chenglongyu dynamicresponsesofariserundercombinedexcitationofinternalwavesandbackgroundcurrents |
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1725490058069278720 |