Non-linear dynamic analysis of offshore jack-up units

A two-dimensional finite element program for the non-linear dynamic analysis of offshore jack-up units under storm loading is described. The program aims to incorporate consistent and reasonable levels of approximation of all the major system parameters; this is in contrast to many previous approach...

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Main Authors: Williams, M, Thompson, R, Houlsby, G
Format: Journal article
Language:English
Published: 1998
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author Williams, M
Thompson, R
Houlsby, G
author_facet Williams, M
Thompson, R
Houlsby, G
author_sort Williams, M
collection OXFORD
description A two-dimensional finite element program for the non-linear dynamic analysis of offshore jack-up units under storm loading is described. The program aims to incorporate consistent and reasonable levels of approximation of all the major system parameters; this is in contrast to many previous approaches, which have tended to model some aspects of the problem in great detail while adopting a very simplified approach to others. Accurate modelling of the jack-up legs is achieved using an Eulerian formulation of beam column theory. The complex non-linear behaviour of the spudcan footings is represented by a recently developed work-hardening plasticity model, which represents a considerable advance over the simple pinned footing assumption which is most frequently used for jack-up analysis. Several options for calculating wave kinematics are available, including Stokes' fifth order wave theory. The resulting non-linear equations are solved in the time domain using implicit integration algorithms. Results for some representative test cases are presented. © 1998 Elsevier Science Ltd. All rights reserved.
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spelling oxford-uuid:789e2ca9-e046-4ea3-84c1-70251a23c1f82022-03-26T20:31:51ZNon-linear dynamic analysis of offshore jack-up unitsJournal articlehttp://purl.org/coar/resource_type/c_dcae04bcuuid:789e2ca9-e046-4ea3-84c1-70251a23c1f8EnglishSymplectic Elements at Oxford1998Williams, MThompson, RHoulsby, GA two-dimensional finite element program for the non-linear dynamic analysis of offshore jack-up units under storm loading is described. The program aims to incorporate consistent and reasonable levels of approximation of all the major system parameters; this is in contrast to many previous approaches, which have tended to model some aspects of the problem in great detail while adopting a very simplified approach to others. Accurate modelling of the jack-up legs is achieved using an Eulerian formulation of beam column theory. The complex non-linear behaviour of the spudcan footings is represented by a recently developed work-hardening plasticity model, which represents a considerable advance over the simple pinned footing assumption which is most frequently used for jack-up analysis. Several options for calculating wave kinematics are available, including Stokes' fifth order wave theory. The resulting non-linear equations are solved in the time domain using implicit integration algorithms. Results for some representative test cases are presented. © 1998 Elsevier Science Ltd. All rights reserved.
spellingShingle Williams, M
Thompson, R
Houlsby, G
Non-linear dynamic analysis of offshore jack-up units
title Non-linear dynamic analysis of offshore jack-up units
title_full Non-linear dynamic analysis of offshore jack-up units
title_fullStr Non-linear dynamic analysis of offshore jack-up units
title_full_unstemmed Non-linear dynamic analysis of offshore jack-up units
title_short Non-linear dynamic analysis of offshore jack-up units
title_sort non linear dynamic analysis of offshore jack up units
work_keys_str_mv AT williamsm nonlineardynamicanalysisofoffshorejackupunits
AT thompsonr nonlineardynamicanalysisofoffshorejackupunits
AT houlsbyg nonlineardynamicanalysisofoffshorejackupunits