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Numerical analysis of cables in the offshore environment

Includes bibliographical references.

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Bibliographic Details
Main Author: Davies, Graham John
Other Authors: Pearce, H T
Format: Thesis
Language:English
Published: Department of Mechanical Engineering 2014
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access_status_str Open Access
author Davies, Graham John
author2 Pearce, H T
author_browse Davies, Graham John
Pearce, H T
author_facet Pearce, H T
Davies, Graham John
author_sort Davies, Graham John
collection Thesis
description Includes bibliographical references.
format Thesis
id oai:open.uct.ac.za:11427/8388
institution University of Cape Town (South Africa)
language eng
last_indexed 2026-06-10T12:33:07.122Z
license_str Not specified — see source repository
provenance_str_mv Harvested via OAI-PMH from UCTD — University of Cape Town Open Access Repository
publishDate 2014
publishDateRange 2014
publishDateSort 2014
publisher Department of Mechanical Engineering
publisherStr Department of Mechanical Engineering
record_format dspace
source_str UCTD — University of Cape Town Open Access Repository
spelling oai:open.uct.ac.za:11427/8388 Numerical analysis of cables in the offshore environment Davies, Graham John Pearce, H T Mechanical Engineering Includes bibliographical references. The extraction of mineral resources from deep ocean waters has been made possible by the development of large compliant offshore structures. Mooring cables are crucial components in these offshore facilities and form the basis of this study. The aims of this thesis are: to provide a comprehensive review on all aspects of cables, to determine criteria for numerical modelling, and to ascertain the capabilities of the finite element method for cable analyses using the F.E. package ABAQUS. Difficulties associated with large sag cables arise as a result of their inherent flexibility which causes ill-conditioning of the stiffness matrices. Furthermore, the cable winding configuration causes a nonlinear stress-strain relationship, it's sagged geometry results in nonlinear strain-displacement relations, and the immersion in water leads to nonlinear fluid loadings arising from Morison's Equation as well as uncertainties in the fluid parameters. Various models, starting with the developed. Convergence difficulties basic catenary, have been at start-up, caused by a lack of stiffness in the transverse direction, are avoided by supporting the cable when applying loads. It is further established that numerical analyses of flexible structures are most stable in dynamic analyses and when under tension. In general both displacement based isoparametric and hybrid beam elements were found to be more reliable and applicable than truss elements. Cable whip, ocean floor contact and harmonic motions of cables were analysed. Finally a cable/tower interaction was modelled and subjected to a Stokes's wave. Conclusions and guidelines are presented based on the numerical experiments carried out in this study. 2014-10-11T12:16:31Z 2014-10-11T12:16:31Z 1988 Master Thesis Masters MSc http://hdl.handle.net/11427/8388 eng application/pdf Department of Mechanical Engineering Faculty of Engineering and the Built Environment University of Cape Town
spellingShingle Mechanical Engineering
Davies, Graham John
Numerical analysis of cables in the offshore environment
thesis_degree_str Master's
title Numerical analysis of cables in the offshore environment
title_full Numerical analysis of cables in the offshore environment
title_fullStr Numerical analysis of cables in the offshore environment
title_full_unstemmed Numerical analysis of cables in the offshore environment
title_short Numerical analysis of cables in the offshore environment
title_sort numerical analysis of cables in the offshore environment
topic Mechanical Engineering
url http://hdl.handle.net/11427/8388
work_keys_str_mv AT daviesgrahamjohn numericalanalysisofcablesintheoffshoreenvironment