Research Article
May 1981
Cable Analysis using Orthogonal Collocation
Authors: Herman Migliore and Ernest McReynoldsAuthor Affiliations
Publication: Journal of the Waterway, Port, Coastal and Ocean Division
Volume 107, Issue 2
Abstract
The capability to analyze and design cable systems during the deployment and retrieval phase must encompass the dynamic effects of paying out and reeling in the cable system. Past cable payout/reel in work has been preponderantly treated in a quasidynamic manner (4). With this quasidynamic approach, a dynamic analysis was performed at a fixed length, for several lengths of cable. More recently, spatially-discrete methods, such as the lumped parameter and finite element methods, have been employed in a manner where the length of the cable system is changed at each time integration step (11). These adjustments present a rather adrupt change in configuration and as a result, numerical oscillations can be introduced. Alternatively, cable systems undergoing changing length can be treated in a continuous fashion where full dynamic effects due to payout or reel in are considered (5).
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Published In
Journal of the Waterway, Port, Coastal and Ocean Division
Volume 107 • Issue 2 • May 1981
Pages: 113 - 118
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: May 1981
Published online: Feb 12, 2021
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Authors
Affiliations
Herman Migliore
Assoc. Prof. of Mech. Engrg., Portland State Univ., P.O. Box 751, Portland, Oreg. 97207
Ernest McReynolds
Research Assoc., Portland State Univ., P. O. Box 751, Portland, Oreg. 97207
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