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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Main Authors: Min Lou, Chenglong Yu
Format: Article
Language:English
Published: Elsevier 2014-09-01
Series:International Journal of Naval Architecture and Ocean Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2092678216301716
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spelling 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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