Comprehensive Study On The Linear Hydrodynamic Analysis Of A Truss Spar In Random Waves

Truss spars are used for oil exploitation in deep and ultra-deep water if storage crude oil is not needed. The linear hydrodynamic analysis of truss spar in random sea wave load is necessary for determining the behaviour of truss spar. This understanding is not only important for design of the moori...

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Main Authors: Roozbeh Mansouri, Hadidi, Hassan
Format: Text
Language:English
Published: Zenodo 2009
Subjects:
Online Access:https://dx.doi.org/10.5281/zenodo.1073256
https://zenodo.org/record/1073256
id ftdatacite:10.5281/zenodo.1073256
record_format openpolar
institution Open Polar
collection DataCite Metadata Store (German National Library of Science and Technology)
op_collection_id ftdatacite
language English
topic Truss Spar
Hydrodynamic analysis
Wave spectrum
Frequency Domain
spellingShingle Truss Spar
Hydrodynamic analysis
Wave spectrum
Frequency Domain
Roozbeh Mansouri
Hadidi, Hassan
Comprehensive Study On The Linear Hydrodynamic Analysis Of A Truss Spar In Random Waves
topic_facet Truss Spar
Hydrodynamic analysis
Wave spectrum
Frequency Domain
description Truss spars are used for oil exploitation in deep and ultra-deep water if storage crude oil is not needed. The linear hydrodynamic analysis of truss spar in random sea wave load is necessary for determining the behaviour of truss spar. This understanding is not only important for design of the mooring lines, but also for optimising the truss spar design. In this paper linear hydrodynamic analysis of truss spar is carried out in frequency domain. The hydrodynamic forces are calculated using the modified Morison equation and diffraction theory. Added mass and drag coefficients of truss section computed by transmission matrix and normal acceleration and velocity component acting on each element and for hull section computed by strip theory. The stiffness properties of the truss spar can be separated into two components; hydrostatic stiffness and mooring line stiffness. Then, platform response amplitudes obtained by solved the equation of motion. This equation is non-linear due to viscous damping term therefore linearised by iteration method [1]. Finally computed RAOs and significant response amplitude and results are compared with experimental data. : {"references": ["M. Patel, J. Witz, \"Compliant Offshore structures,\" Butterworth-\nHeinemann Ltd.: Oxford, UK, 1991.", "S. Chakrabarti, \"Hydrodynamics of Offshore Structures,\"\nComputational Mechanics Publications, Southampton.ISBN 0\n905451 66 X, 1987.", "CT. Stansberg, I. Nygaard, H. Ormberg, et al, \"Deep-water truss spar\nin waves and current-experiments vs. time-domain coupled\nanalysis,\" Deep Offshore Technology Conference, Rio de Janeiro,\n2001.", "MJ. Downie, JMR Graham, C. Hall, et al, \"An experimental\ninvestigation of motion control devices for truss spars,\" Marine\nStructures 13:75-90, 2000.", "I. Nygaard, W. Lian, CT. Stansberg, \"Motion behaviour of a truss\nspar in deep water,\" Deep Offshore Technology Conference, New\nOrleans, 2000.", "K. Sadeghi, A. Incecik, \"An Approximation Model for the First- and\nSecond-Order Dynamic Response Analysis of Truss Spar platforms,\"\n25th conf. on Offshore Mechanics and Arctic Engineering, Hamburg,\nGermany, 2006.", "A. Incecik, \"Design Aspects of Hydrodynamic and structural\nLoading on Floating Offshore Platforms under Wave Excitation,\"\nPhD thesis University of Glasgow, UK, 1982.", "M. Patel, \"Dynamics of Offshore Structures,\" Butterworth-\nHeinemann, ISBN 10:0 408 01074 6, 1989.", "O. Faltinsen, \"Sea Loads on Ships and Offshore Structure,\"\nCambridge, Ocean Technology Series, Cambridge University Press,\nCambridge, UK. ISBN 0 521 45870 (paperback), 1990.\n[10] J.N. Newman, \"Marine Hydrodynamics,\" The MIT press,\nMassachusetts, USA. ISBN 0 262 14026 8, 1977.\n[11] B. Mekha, D. Weggel, C. Johnson, J. Rosset, \"Effects of Second\norder Diffraction Forces in the Global Response of Spars,\" in-\nProceeding of the sixth International Offshore and Polar Engineering\nConference-, Vol. 1, The International Society of Offshore and Polar\nEngineers, ISOPE, Los Angeles, USA, pp. 273-280, ISBN 1 880653\n23 0 (vol. 1), 1996.\n[12] R.C. McCamy, RA. Fuchs, \"Wave Forces on Pile: A Diffraction\nTheory,\" US Army Corps of Engineering, Beach Erosion Board,\nTechnical Memo No. 69 pp 1-13, Washington, DC, 1954.\n[13] JM. Niedzwecki, AS. Duggal, \"Wave run-up and forces on cylinder\nin regular and random waves,\" J Waterway Port Coast Ocean Eng\n118:615-634, 1992.\n[14] D. Weggel, J. Rosset, \"Vertical hydrodynamic forces on truncated\ncylinders,\" in-Proceedings of the fourth International Offshore and\nPolar Engineering Conference-, Vol. 3, The International Society of\nOffshore and Polar Engineers, ISOPE, Osaka, Japan, pp. 210-217.\nISBN 1 880653 13 3 (vol. 1), 1994.\n[15] T. Sarpkaya, M. Isaacson, \"Mechanics of Wave Forces on Offshore\nStructures,\" van Nostrand Reinhold Company, New York, USA.\nISBN 0 442 25402 4, 1981.\n[16]A. Incecik, \"Lecture notes in mar855 advanced offshore design,\"\nDepartment of Marine Technology, University of Newcastle, UK,\n1999."]}
format Text
author Roozbeh Mansouri
Hadidi, Hassan
author_facet Roozbeh Mansouri
Hadidi, Hassan
author_sort Roozbeh Mansouri
title Comprehensive Study On The Linear Hydrodynamic Analysis Of A Truss Spar In Random Waves
title_short Comprehensive Study On The Linear Hydrodynamic Analysis Of A Truss Spar In Random Waves
title_full Comprehensive Study On The Linear Hydrodynamic Analysis Of A Truss Spar In Random Waves
title_fullStr Comprehensive Study On The Linear Hydrodynamic Analysis Of A Truss Spar In Random Waves
title_full_unstemmed Comprehensive Study On The Linear Hydrodynamic Analysis Of A Truss Spar In Random Waves
title_sort comprehensive study on the linear hydrodynamic analysis of a truss spar in random waves
publisher Zenodo
publishDate 2009
url https://dx.doi.org/10.5281/zenodo.1073256
https://zenodo.org/record/1073256
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ENVELOPE(-68.666,-68.666,-67.233,-67.233)
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geographic Arctic
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geographic_facet Arctic
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genre Arctic
genre_facet Arctic
op_relation https://dx.doi.org/10.5281/zenodo.1073257
op_rights Open Access
Creative Commons Attribution 4.0
https://creativecommons.org/licenses/by/4.0
info:eu-repo/semantics/openAccess
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op_doi https://doi.org/10.5281/zenodo.1073256
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spelling ftdatacite:10.5281/zenodo.1073256 2023-05-15T15:20:09+02:00 Comprehensive Study On The Linear Hydrodynamic Analysis Of A Truss Spar In Random Waves Roozbeh Mansouri Hadidi, Hassan 2009 https://dx.doi.org/10.5281/zenodo.1073256 https://zenodo.org/record/1073256 en eng Zenodo https://dx.doi.org/10.5281/zenodo.1073257 Open Access Creative Commons Attribution 4.0 https://creativecommons.org/licenses/by/4.0 info:eu-repo/semantics/openAccess CC-BY Truss Spar Hydrodynamic analysis Wave spectrum Frequency Domain Text Journal article article-journal ScholarlyArticle 2009 ftdatacite https://doi.org/10.5281/zenodo.1073256 https://doi.org/10.5281/zenodo.1073257 2021-11-05T12:55:41Z Truss spars are used for oil exploitation in deep and ultra-deep water if storage crude oil is not needed. The linear hydrodynamic analysis of truss spar in random sea wave load is necessary for determining the behaviour of truss spar. This understanding is not only important for design of the mooring lines, but also for optimising the truss spar design. In this paper linear hydrodynamic analysis of truss spar is carried out in frequency domain. The hydrodynamic forces are calculated using the modified Morison equation and diffraction theory. Added mass and drag coefficients of truss section computed by transmission matrix and normal acceleration and velocity component acting on each element and for hull section computed by strip theory. The stiffness properties of the truss spar can be separated into two components; hydrostatic stiffness and mooring line stiffness. Then, platform response amplitudes obtained by solved the equation of motion. This equation is non-linear due to viscous damping term therefore linearised by iteration method [1]. Finally computed RAOs and significant response amplitude and results are compared with experimental data. : {"references": ["M. Patel, J. Witz, \"Compliant Offshore structures,\" Butterworth-\nHeinemann Ltd.: Oxford, UK, 1991.", "S. Chakrabarti, \"Hydrodynamics of Offshore Structures,\"\nComputational Mechanics Publications, Southampton.ISBN 0\n905451 66 X, 1987.", "CT. Stansberg, I. Nygaard, H. Ormberg, et al, \"Deep-water truss spar\nin waves and current-experiments vs. time-domain coupled\nanalysis,\" Deep Offshore Technology Conference, Rio de Janeiro,\n2001.", "MJ. Downie, JMR Graham, C. Hall, et al, \"An experimental\ninvestigation of motion control devices for truss spars,\" Marine\nStructures 13:75-90, 2000.", "I. Nygaard, W. Lian, CT. Stansberg, \"Motion behaviour of a truss\nspar in deep water,\" Deep Offshore Technology Conference, New\nOrleans, 2000.", "K. Sadeghi, A. Incecik, \"An Approximation Model for the First- and\nSecond-Order Dynamic Response Analysis of Truss Spar platforms,\"\n25th conf. on Offshore Mechanics and Arctic Engineering, Hamburg,\nGermany, 2006.", "A. Incecik, \"Design Aspects of Hydrodynamic and structural\nLoading on Floating Offshore Platforms under Wave Excitation,\"\nPhD thesis University of Glasgow, UK, 1982.", "M. Patel, \"Dynamics of Offshore Structures,\" Butterworth-\nHeinemann, ISBN 10:0 408 01074 6, 1989.", "O. Faltinsen, \"Sea Loads on Ships and Offshore Structure,\"\nCambridge, Ocean Technology Series, Cambridge University Press,\nCambridge, UK. ISBN 0 521 45870 (paperback), 1990.\n[10] J.N. Newman, \"Marine Hydrodynamics,\" The MIT press,\nMassachusetts, USA. ISBN 0 262 14026 8, 1977.\n[11] B. Mekha, D. Weggel, C. Johnson, J. Rosset, \"Effects of Second\norder Diffraction Forces in the Global Response of Spars,\" in-\nProceeding of the sixth International Offshore and Polar Engineering\nConference-, Vol. 1, The International Society of Offshore and Polar\nEngineers, ISOPE, Los Angeles, USA, pp. 273-280, ISBN 1 880653\n23 0 (vol. 1), 1996.\n[12] R.C. McCamy, RA. Fuchs, \"Wave Forces on Pile: A Diffraction\nTheory,\" US Army Corps of Engineering, Beach Erosion Board,\nTechnical Memo No. 69 pp 1-13, Washington, DC, 1954.\n[13] JM. Niedzwecki, AS. Duggal, \"Wave run-up and forces on cylinder\nin regular and random waves,\" J Waterway Port Coast Ocean Eng\n118:615-634, 1992.\n[14] D. Weggel, J. Rosset, \"Vertical hydrodynamic forces on truncated\ncylinders,\" in-Proceedings of the fourth International Offshore and\nPolar Engineering Conference-, Vol. 3, The International Society of\nOffshore and Polar Engineers, ISOPE, Osaka, Japan, pp. 210-217.\nISBN 1 880653 13 3 (vol. 1), 1994.\n[15] T. Sarpkaya, M. Isaacson, \"Mechanics of Wave Forces on Offshore\nStructures,\" van Nostrand Reinhold Company, New York, USA.\nISBN 0 442 25402 4, 1981.\n[16]A. Incecik, \"Lecture notes in mar855 advanced offshore design,\"\nDepartment of Marine Technology, University of Newcastle, UK,\n1999."]} Text Arctic DataCite Metadata Store (German National Library of Science and Technology) Arctic Butterworth ENVELOPE(66.733,66.733,-70.700,-70.700) Fuchs ENVELOPE(-68.666,-68.666,-67.233,-67.233) Rosset ENVELOPE(12.425,12.425,64.515,64.515)