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Numerical modelling of an offshore pipeline laid from a barge

Bibliography: pages 81-85.

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Bibliographic Details
Main Author: Snyman, M F
Other Authors: Mercer, Colin
Format: Thesis
Language:English
Published: Department of Civil Engineering 2016
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access_status_str Open Access
author Snyman, M F
author2 Mercer, Colin
author_browse Mercer, Colin
Snyman, M F
author_facet Mercer, Colin
Snyman, M F
author_sort Snyman, M F
collection Thesis
description Bibliography: pages 81-85.
format Thesis
id oai:open.uct.ac.za:11427/21804
institution University of Cape Town (South Africa)
language eng
last_indexed 2026-06-10T12:32:42.829Z
license_str Not specified — see source repository
provenance_str_mv Harvested via OAI-PMH from UCTD — University of Cape Town Open Access Repository
publishDate 2016
publishDateRange 2016
publishDateSort 2016
publisher Department of Civil Engineering
publisherStr Department of Civil Engineering
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source_str UCTD — University of Cape Town Open Access Repository
spelling oai:open.uct.ac.za:11427/21804 Numerical modelling of an offshore pipeline laid from a barge Snyman, M F Mercer, Colin Pipelines - Design and construction - Mathematical models Civil Engineering Bibliography: pages 81-85. This thesis addresses some of the issues involved in using numerical methods to simulate the laying of an offshore pipeline, the objective being to contribute to the expertise of the South African offshore technology. Of particular interest is the prediction of the stresses in the pipe during such an event. The thesis concentrates on the use and suitability of the finite element method to simulate the important aspects of the pipelaying problem. ABAQUS, a nonlinear general purpose finite element code, was chosen as numerical tool, and nonlinear effects such as geometry and drag, as well as contact and lift-off at the boundaries, are included in the models. The analysis is performed in two parts: in the static analysis the displaced equilibrium position of the pipeline under self weight, buoyancy and barge tension is sought, whilst the response due to wave action and barge motion is of interest in the dynamic analysis. Numerical experiments show the suitability of ABAQUS to model the behaviour of slender structures under both static loads and dynamic excitations. 2016-09-20T12:26:31Z 2016-09-20T12:26:31Z 1989 Master Thesis Masters MSc (Eng) http://hdl.handle.net/11427/21804 eng application/pdf Department of Civil Engineering Faculty of Engineering and the Built Environment University of Cape Town
spellingShingle Pipelines - Design and construction - Mathematical models
Civil Engineering
Snyman, M F
Numerical modelling of an offshore pipeline laid from a barge
thesis_degree_str Master's
title Numerical modelling of an offshore pipeline laid from a barge
title_full Numerical modelling of an offshore pipeline laid from a barge
title_fullStr Numerical modelling of an offshore pipeline laid from a barge
title_full_unstemmed Numerical modelling of an offshore pipeline laid from a barge
title_short Numerical modelling of an offshore pipeline laid from a barge
title_sort numerical modelling of an offshore pipeline laid from a barge
topic Pipelines - Design and construction - Mathematical models
Civil Engineering
url http://hdl.handle.net/11427/21804
work_keys_str_mv AT snymanmf numericalmodellingofanoffshorepipelinelaidfromabarge