On the force distribution along the axis of a flexible circular cylinder undergoing multi-mode vortex-induced vibrations
On the force distribution along the axis of a flexible circular cylinder undergoing multi-mode vortex-induced vibrations
One of the main problems in predicting the response of flexible structures subjected to vortex shedding is that a totally reliable model for the fluid loading does not exist. It is also very difficult to measure the distributed force exerted by the fluid along the length of a marine riser without disturbing the system in some way. The methodology described here uses experimental response data obtained in a test programme undertaken in the Delta Flume in Holland during May 2003, linked to a finite element method model (FEM) of the riser. The length-to-diameter ratio of the model used was around 470, the mass ratio (mass/displaced mass) was 3 and the Reynolds number varied between 2800 and 28 000. By using the response data as the input to the numerical model, the instantaneous distributed in-line and transverse forces acting on a flexible cylinder can be studied.
Huera Huarte, F.J.
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Bearman, P.W.
cb7ec4b0-5695-4cd2-aa80-dc34609ec3f8
Chaplin, J.R.
d5ed2ba9-df16-4a19-ab9d-32da7883309f
2005
Huera Huarte, F.J.
05edfca8-665c-4537-a9d1-872a5d8158aa
Bearman, P.W.
cb7ec4b0-5695-4cd2-aa80-dc34609ec3f8
Chaplin, J.R.
d5ed2ba9-df16-4a19-ab9d-32da7883309f
Huera Huarte, F.J., Bearman, P.W. and Chaplin, J.R.
(2005)
On the force distribution along the axis of a flexible circular cylinder undergoing multi-mode vortex-induced vibrations.
Proceedings of the 4th Conference on bluff body wakes and vortex-induced vibrations, Santorini, Greece.
21 - 24 Jun 2005.
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Conference or Workshop Item
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Abstract
One of the main problems in predicting the response of flexible structures subjected to vortex shedding is that a totally reliable model for the fluid loading does not exist. It is also very difficult to measure the distributed force exerted by the fluid along the length of a marine riser without disturbing the system in some way. The methodology described here uses experimental response data obtained in a test programme undertaken in the Delta Flume in Holland during May 2003, linked to a finite element method model (FEM) of the riser. The length-to-diameter ratio of the model used was around 470, the mass ratio (mass/displaced mass) was 3 and the Reynolds number varied between 2800 and 28 000. By using the response data as the input to the numerical model, the instantaneous distributed in-line and transverse forces acting on a flexible cylinder can be studied.
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Published date: 2005
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Proceedings of the 4th Conference on bluff body wakes and vortex-induced vibrations, Santorini, Greece, 2005-06-21 - 2005-06-24
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Local EPrints ID: 53645
URI: http://eprints.soton.ac.uk/id/eprint/53645
PURE UUID: 4ef164cb-cfab-4ac1-97bc-cc7aa9464b84
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Date deposited: 29 Jul 2008
Last modified: 22 Feb 2024 02:35
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Author:
F.J. Huera Huarte
Author:
P.W. Bearman
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