Vibration suppression in finite length marine cable systems

Thesis (Nav.E.)--Massachusetts Institute of Technology, Dept. of Ocean Engineering; and, (M.S.)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 1998. === Includes bibliographical references (p. 49). === The vibration suppression effectiveness of a flexible in-line marine cab...

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Main Author: Levesque, Christopher R. (Chirstopher Robert), 1965-
Other Authors: J. Kim Vandiver.
Format: Others
Language:English
Published: Massachusetts Institute of Technology 2009
Subjects:
Online Access:http://hdl.handle.net/1721.1/47678
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spelling ndltd-MIT-oai-dspace.mit.edu-1721.1-476782020-07-31T05:06:56Z Vibration suppression in finite length marine cable systems Levesque, Christopher R. (Chirstopher Robert), 1965- J. Kim Vandiver. Massachusetts Institute of Technology. Department of Ocean Engineering Massachusetts Institute of Technology. Department of Mechanical Engineering Ocean Engineering Mechanical Engineering Thesis (Nav.E.)--Massachusetts Institute of Technology, Dept. of Ocean Engineering; and, (M.S.)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 1998. Includes bibliographical references (p. 49). The vibration suppression effectiveness of a flexible in-line marine cable vibration absorber is studied. The transfer matrix method is used to build various numerical models of vibration absorbers in marine cable systems. The models determine cable system natural frequencies, mode shapes and modal damping ratios. The introduction of absorber damping is shown to result in complex roots to the modal characteristic equations. A computer complex root solver is used to solve for the complex roots of the characteristic equations, resulting in complex system natural frequencies. The significance of complex natural frequencies is explained. Complex natural frequencies are used to calculate modal damping ratios. The models demonstrate that absorber effectiveness is heavily dependent on absorber location, absorber mass and absorber length. Parametric variation is used to achieve maximum effectiveness of the flexible in-line absorber. Even under optimum conditions, it is shown that the absorber provides insufficient damping to reduce vortexinduced vibrations in water. The same transfer matrix method is used to evaluate the effectiveness of a massspring- dashpot type absorber in a marine cable system. This type of absorber is shown to produce adequate damping to reduce vortex-induced vibrations in water. The transfer matrix method used in this thesis is validated by analyzing the same system using an approach by Den Hartog [1]. The transfer matrix approach combined with complex root solving capability is shown to provide an effective analysis method for marine cable systems. by Christopher R. Levesque. M.S. Nav.E. 2009-10-01T15:31:41Z 2009-10-01T15:31:41Z 1998 1998 Thesis http://hdl.handle.net/1721.1/47678 42246840 eng M.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission. http://dspace.mit.edu/handle/1721.1/7582 117 p. application/pdf Massachusetts Institute of Technology
collection NDLTD
language English
format Others
sources NDLTD
topic Ocean Engineering
Mechanical Engineering
spellingShingle Ocean Engineering
Mechanical Engineering
Levesque, Christopher R. (Chirstopher Robert), 1965-
Vibration suppression in finite length marine cable systems
description Thesis (Nav.E.)--Massachusetts Institute of Technology, Dept. of Ocean Engineering; and, (M.S.)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 1998. === Includes bibliographical references (p. 49). === The vibration suppression effectiveness of a flexible in-line marine cable vibration absorber is studied. The transfer matrix method is used to build various numerical models of vibration absorbers in marine cable systems. The models determine cable system natural frequencies, mode shapes and modal damping ratios. The introduction of absorber damping is shown to result in complex roots to the modal characteristic equations. A computer complex root solver is used to solve for the complex roots of the characteristic equations, resulting in complex system natural frequencies. The significance of complex natural frequencies is explained. Complex natural frequencies are used to calculate modal damping ratios. The models demonstrate that absorber effectiveness is heavily dependent on absorber location, absorber mass and absorber length. Parametric variation is used to achieve maximum effectiveness of the flexible in-line absorber. Even under optimum conditions, it is shown that the absorber provides insufficient damping to reduce vortexinduced vibrations in water. The same transfer matrix method is used to evaluate the effectiveness of a massspring- dashpot type absorber in a marine cable system. This type of absorber is shown to produce adequate damping to reduce vortex-induced vibrations in water. The transfer matrix method used in this thesis is validated by analyzing the same system using an approach by Den Hartog [1]. The transfer matrix approach combined with complex root solving capability is shown to provide an effective analysis method for marine cable systems. === by Christopher R. Levesque. === M.S. === Nav.E.
author2 J. Kim Vandiver.
author_facet J. Kim Vandiver.
Levesque, Christopher R. (Chirstopher Robert), 1965-
author Levesque, Christopher R. (Chirstopher Robert), 1965-
author_sort Levesque, Christopher R. (Chirstopher Robert), 1965-
title Vibration suppression in finite length marine cable systems
title_short Vibration suppression in finite length marine cable systems
title_full Vibration suppression in finite length marine cable systems
title_fullStr Vibration suppression in finite length marine cable systems
title_full_unstemmed Vibration suppression in finite length marine cable systems
title_sort vibration suppression in finite length marine cable systems
publisher Massachusetts Institute of Technology
publishDate 2009
url http://hdl.handle.net/1721.1/47678
work_keys_str_mv AT levesquechristopherrchirstopherrobert1965 vibrationsuppressioninfinitelengthmarinecablesystems
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