Relevant bibliographies by topics / Offshore structures – Hydrodynamics

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers

Academic literature on the topic 'Offshore structures – Hydrodynamics'

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Published: 4 June 2021
Last updated: 4 February 2022

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Journal articles on the topic "Offshore structures – Hydrodynamics"

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Faulkner, D. "Hydrodynamics of offshore structures." Marine Structures 1, no. 1 (January 1988): 81–83. http://dx.doi.org/10.1016/0951-8339(88)90012-3.

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Sarpkaya, T. "Offshore Hydrodynamics." Journal of Offshore Mechanics and Arctic Engineering 115, no. 1 (February 1, 1993): 2–5. http://dx.doi.org/10.1115/1.2920085.

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In this paper, we present several applied as well as fundamental research problems related to the future needs of the offshore engineering. The paper starts out with a detailed discussion of the current uncertainties and constraints. Then, specific research issues on environmental input conditions, on the role of computational fluid dynamics, and on damping and dynamic response are presented. It is suggested that an appreciation of the input parameters, acquisition of extensive data to properly characterize the ocean environment, development of new methods and tools to acquire relevant data, e
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Isaacson, Michael. "Wave and current forces on fixed offshore structures." Canadian Journal of Civil Engineering 15, no. 6 (December 1, 1988): 937–47. http://dx.doi.org/10.1139/l88-125.

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The Canadian Standards Association standard S471 "General requirements, design criteria, environment, and loads, Part 1 of the CSA code for the design, construction and installation of fixed offshore structures" contains an appendix "Wave and current loads." To compliment this appendix, the present paper provides a more detailed survey of this topic with a review of the recent literature and recommendations of hydrodynamic data needed in offshore design. In addition, hydrodynamic considerations in the calculation of earthquake and ice loads are mentioned. Key words: currents, current forces, h
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Faltinsen, O. M. "Hydrodynamics of marine and offshore structures." Journal of Hydrodynamics 26, no. 6 (December 2014): 835–47. http://dx.doi.org/10.1016/s1001-6058(14)60092-5.

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Tomasicchio, Giuseppe Roberto, Elvira Armenio, Felice D'Alessandro, Nuno Fonseca, Spyros A. Mavrakos, Valery Penchev, Holger Schuttrumpf, Spyridon Voutsinas, Jens Kirkegaard, and Palle M. Jensen. "DESIGN OF A 3D PHYSICAL AND NUMERICAL EXPERIMENT ON FLOATING OFF-SHORE WIND TURBINES." Coastal Engineering Proceedings 1, no. 33 (December 14, 2012): 67. http://dx.doi.org/10.9753/icce.v33.structures.67.

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The knowledge of the behavior of floating offshore wind turbines (W/T) under wave and/or wind action remains one of the most difficult challenges in offshore engineering which is mostly due to the highly non-linear response of the structure. The present study describes the design process of a 3D physical experiment to investigate the behavior of the most promising structure technology of floating W/T: spar buoy (SB) and tension leg platform (TLP) under different meteo conditions. In order to properly design the two W/T models, the following topics have been analyzed: mooring lines, mass distri
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Tao, L., B. Molin, Y. M. Scolan, and K. Thiagarajan. "Spacing effects on hydrodynamics of heave plates on offshore structures." Journal of Fluids and Structures 23, no. 8 (November 2007): 1119–36. http://dx.doi.org/10.1016/j.jfluidstructs.2007.03.004.

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Isaacson, Michael, and John Baldwin. "Wave–current effects on large offshore structures." Canadian Journal of Civil Engineering 16, no. 4 (August 1, 1989): 543–51. http://dx.doi.org/10.1139/l89-084.

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The various effects that influence loads acting on a large offshore structure due to the combination of waves and currents are reviewed. These may be broadly associated with potential flow effects and viscous effects. The potential flow effects are nonlinear and may generally be investigated by perturbation or time-stepping methods. Viscous effects include the onset of flow separation, which affects the validity of the assumed potential flow, as well as steady and oscillatory forces. The fluid mechanics of the complete wave–current–structure interaction problem are not yet well understood and
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Benitz, M. A., M. A. Lackner, and D. P. Schmidt. "Hydrodynamics of offshore structures with specific focus on wind energy applications." Renewable and Sustainable Energy Reviews 44 (April 2015): 692–716. http://dx.doi.org/10.1016/j.rser.2015.01.021.

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Isaacson, Michael de St Q. "Recent advances in the computation of nonlinear wave effects on offshore structures." Canadian Journal of Civil Engineering 12, no. 3 (September 1, 1985): 439–53. http://dx.doi.org/10.1139/l85-052.

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The present paper provides a review of recent research on various nonlinearities that arise in ocean wave interactions with offshore structures. These include nonlinearities associated with the incident waves alone, the response of slender structural members to waves, and the nonlinear diffraction problem involving wave interactions with large structures. Emphasis is given to areas of current research into two particular nonlinear problems. One concerns an investigation into alternative approximations to the Morison equation for flexible structures and the other concerns the numerical simulati
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Foschi, Ricardo, Michael Isaacson, Norman Allyn, and Steven Yee. "Combined wave – iceberg loading on offshore structures." Canadian Journal of Civil Engineering 23, no. 5 (October 1, 1996): 1099–110. http://dx.doi.org/10.1139/l96-917.

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The Canadian Standards Association has developed and published a code for the design and construction of fixed offshore structures. This code has been subjected to a comprehensive verification process which has identified several issues warranting further study. One of these relates to the combined effects of wave and iceberg collision loading. At present, this combination is treated by the use of a load combination factor specified in the Code. The present paper describes a recent study which was undertaken to determine the appropriateness of the recommended value of the load combination fact
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Dissertations / Theses on the topic "Offshore structures – Hydrodynamics"

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Hodgkinson, Derek Anthony Martin. "Computer graphics applications in offshore hydrodynamics." Thesis, University of British Columbia, 1987. http://hdl.handle.net/2429/26705.

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The results of hydrodynamic analyses of two problems involving offshore structures are displayed graphically. This form of presentation of the results and the liberal use of colour have been found to significantly help the ease in which the results are interpreted. For the transformation of waves around an artificial island, a time history of the evolution of the regular, unidirectional wave field around an artificial island is obtained. Through the use of colour, regions in which wave breaking occurs have been clearly defined. The numerical technique used is based on the finite element metho
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Schulz, Karl Wayne. "Numerical prediction of the hydrodynamic loads and motions of offshore structures /." Digital version accessible at:, 1999. http://wwwlib.umi.com/cr/utexas/main.

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Walker, Daniel Anthony Guy. "Interaction of extreme ocean waves with offshore structures." Thesis, University of Oxford, 2006. http://ora.ox.ac.uk/objects/uuid:6858dc08-1bd4-4195-8893-1af98d5e68e3.

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With most of the world's untouched oil and gas resources offshore and the possibility that hurricanes are becoming more frequent and more intense, the risks associated with offshore oil and gas production are increasing. Therefore, there is an urgent need to improve current understanding of extreme ocean waves and their interaction with structures. This thesis is concerned with the modelling of extreme ocean waves and their diffraction by offshore structures, with the ultimate aim of proposing improved tools for guiding airgap design. The feasibility of using linear and second order diffractio
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周奮鵬 and Fun-pang Chau. "Numerical methods in wave loading of large offshore structures." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1985. http://hub.hku.hk/bib/B31206797.

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Abdolmaleki, Kourosh. "Modelling of wave impact on offshore structures." University of Western Australia. School of Mechanical Engineering, 2007. http://theses.library.uwa.edu.au/adt-WU2008.0055.

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[Truncated abstract] The hydrodynamics of wave impact on offshore structures is not well understood. Wave impacts often involve large deformations of water free-surface. Therefore, a wave impact problem is usually combined with a free-surface problem. The complexity is expanded when the body exposed to a wave impact is allowed to move. The nonlinear interactions between a moving body and fluid is a complicated process that has been a dilemma in the engineering design of offshore and coastal structures for a long time. This thesis used experimental and numerical means to develop further underst
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Cheung, Kwok Fai. "Hydrodynamic interactions between ice masses and large offshore structures." Thesis, University of British Columbia, 1987. http://hdl.handle.net/2429/26686.

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The objective of the work described in this thesis is to evaluate the significance of the ambient fluid on the motion of an ice mass in the vicinity of an offshore structure and during the subsequent impact mechanism. Models for iceberg drift are first reviewed. The changes in flow field around an ice mass drifting in a current near an offshore structure are investigated by potential flow theory. The proximity effects and current interactions are generalized by introducing the added mass and convective force coefficients for the ice mass. A two-dimensional numerical model based on the boundar
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McTaggart, Kevin Andrew. "Hydrodynamics and risk analysis of iceberg impacts with offshore structures." Thesis, University of British Columbia, 1989. http://hdl.handle.net/2429/30733.

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The evaluation of design iceberg impact loads for offshore structures and the influence of hydrodynamic effects on impact loads are examined. Important hydrodynamic effects include iceberg added mass, wave-induced oscillatory iceberg motions, and the influence of a large structure on the surrounding flow field and subsequent velocities of approaching icebergs. The significance of these phenomena has been investigated using a two-body numerical diffraction model and through a series of experiments modelling the drift of various sized icebergs driven by waves and currents approaching a large of
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Lipsett, Arthur William. "Nonlinear response of structures in regular and random waves." Thesis, University of British Columbia, 1985. http://hdl.handle.net/2429/25826.

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The problem of the dynamics of a flexible offshore structure in either a regular or random sea is considered in this thesis. A simple single degree of freedom model of the structure is assumed and the relative velocity formulation of the Morison equation is used to describe the fluid force. The resulting equation of motion is a nonlinear ordinary differential equation with either harmonic or stochastic forcing depending on the wave description. Solutions are obtained for regular deterministic waves by numerical integration, various linearization methods and a new perturbation method develope
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Richardson, Mark Damian. "Dynamically installed anchors for floating offshore structures." University of Western Australia. School of Civil and Resource Engineering, 2008. http://theses.library.uwa.edu.au/adt-WU2008.0230.

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The gradual depletion of shallow water hydrocarbon deposits has forced the offshore oil and gas industry to develop reserves in deeper waters. Dynamically installed anchors have been proposed as a cost-effective anchoring solution for floating offshore structures in deep water environments. The rocket or torpedo shaped anchor is released from a designated drop height above the seafloor and allowed to penetrate the seabed via the kinetic energy gained during free-fall and the anchor’s self weight. Dynamic anchors can be deployed in any water depth and the relatively simple fabrication and insta
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Hildebrandt, Arndt [Verfasser]. "Hydrodynamics of breaking waves on offshore wind turbine structures / Arndt Hildebrandt." Hannover : Technische Informationsbibliothek und Universitätsbibliothek Hannover (TIB), 2014. http://d-nb.info/1053540329/34.

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Books on the topic "Offshore structures – Hydrodynamics"

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Hydrodynamics of offshore structures. Southampton: Springer-Verlag, 1987.

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Patel, Minoo H. Dynamics of offshore structures. London: Butterworths, 1989.

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Sarpkaya, Turgut. Wave forces on offshore structures. Cambridge: Cambridge University Press, 2010.

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Sarpkaya, Turgut. Wave forces on offshore structures. New York: Cambridge University Press, 2010.

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Wave forces on offshore structures. Cambridge: Cambridge University Press, 2010.

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Jørgen, Fredsøe, ed. Hydrodynamics around cylindrical structures. Singapore: World Scientific, 1997.

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Barltrop, N. D. P. Dynamics of fixed marine structures. 3rd ed. Oxford: Butterworth-Heinemann, 1991.

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Gupta, A. Fatigue behaviour of offshore structures. Berlin: Springer-Verlag, 1986.

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1954-, Benaroya Haym, ed. Nonlinear dynamics of compliant offshore structures. Lisse [Netherlands]: Swets & Zeitlinger Publishers, 1997.

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Xiaoming, Li. Stochastic response of offshore platforms. Southampton, U.K: Computational Mechanics Publications, 1998.

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Book chapters on the topic "Offshore structures – Hydrodynamics"

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Karimirad, Madjid. "Aerodynamic and Hydrodynamic Loads." In Offshore Energy Structures, 187–221. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-12175-8_9.

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Jia, Junbo. "Offshore Structures and Hydrodynamic Modeling." In Soil Dynamics and Foundation Modeling, 269–313. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-40358-8_9.

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Chandrasekaran, Srinivasan. "Hydrodynamic Response of Perforated Offshore Members." In Dynamic Analysis and Design of Offshore Structures, 173–201. New Delhi: Springer India, 2015. http://dx.doi.org/10.1007/978-81-322-2277-4_5.

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Chandrasekaran, Srinivasan. "Hydrodynamic Response of Perforated Members." In Dynamic Analysis and Design of Offshore Structures, 283–312. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-6089-2_5.

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Lim, Dong-Hyun, Yonghwan Kim, and Seung-Hoon Lee. "Prediction of Extreme Nonlinear Hydrodynamic Responses and Mooring Line Loads of Floating Offshore Structures." In Lecture Notes in Civil Engineering, 564–78. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-4680-8_39.

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Kim, M. H. "Hydrodynamics of Offshore Structures." In Developments in Offshore Engineering, 336–81. Elsevier, 1999. http://dx.doi.org/10.1016/b978-088415380-1/50027-3.

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Xia, Jinzhu, and Quanming Miao. "Dynamics of deepwater offshore structures – a review." In Hydrodynamics VI: Theory and Applications, 391–98. Taylor & Francis, 2004. http://dx.doi.org/10.1201/b16815-57.

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"Models for Ships, Offshore Structures and Underwater Vehicles." In Handbook of Marine Craft Hydrodynamics and Motion Control, 133–86. Chichester, UK: John Wiley & Sons, Ltd, 2011. http://dx.doi.org/10.1002/9781119994138.ch7.

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Harries, R., and A. Alexandre. "Evaluating corrections to linear boundary element method hydrodynamics accounting for mean second order forces on spar buoy wind turbine support structures." In Renewable Energies Offshore, 689–95. CRC Press, 2015. http://dx.doi.org/10.1201/b18973-97.

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"Summary of hydrodynamic coefficients." In Dynamics of Offshore Structures, 387–92. Elsevier, 1989. http://dx.doi.org/10.1016/b978-0-408-01074-0.50019-7.

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Conference papers on the topic "Offshore structures – Hydrodynamics"

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Pang, A. L. J., J. Gullman-Strand, N. Morgan, M. Skote, and S. Y. Lim. "Determining Scour Depth for Offshore Structures Based on a Hydrodynamics and Optimisation Approach." In Offshore Technology Conference Asia. Offshore Technology Conference, 2016. http://dx.doi.org/10.4043/26848-ms.

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Kubelka, Bruno Galler, Claudio Rodrigues Olinto, Walter Jesus Paucar Casas, and Waldir Terra Pinto. "Modeling of the hydrodynamics of subsea floating structures for mollusc offshore cultivation." In XXXVIII Iberian-Latin American Congress on Computational Methods in Engineering. Florianopolis, Brazil: ABMEC Brazilian Association of Computational Methods in Engineering, 2017. http://dx.doi.org/10.20906/cps/cilamce2017-0938.

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Baar, Job J. "Newman’s Manuscript and His Impact on Offshore Hydrodynamics." In ASME 2008 27th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2008. http://dx.doi.org/10.1115/omae2008-57038.

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Prof. Nick Newman has spent an important part of his career researching the mathematical and numerical aspects of the radiation/diffraction Green’s function, i.e. the linearized potential of an oscillatory source submerged below the free surface [1–4]. The first part of the paper pays tribute to Newman’s accomplishments by presenting three thus far unpublished expansions of the oscillatory source potential. The first one is based on an unpublished manuscript by Newman himself [5] and in essence amounts to the backward recursive computation of a one-dimensional Taylor series expansion. The seco
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Wang, Gang, Tobias Martin, Liuyi Huang, and Hans Bihs. "Numerical Simulation of Hydrodynamics Around Net Meshes Using REEF3D." In ASME 2020 39th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/omae2020-18355.

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Abstract Hydrodynamics and turbulence around net meshes have drawn more and more attention because it is closely related to forces on the structures and safety issues of offshore fish farms. In terms of numerical modeling of forces on nets, Morison or screen force model is ordinarily adopted to account for its hydrodynamics. However, these methodologies mainly rely on empirical experimental or cylindrical hydrodynamic coefficients, neglecting flow interactions between adjacent cruciforms or net bars. In this study, REEF3D open-source hydrodynamic toolbox is adopted to analyze flow around net m
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Vijay, K. G., and T. Sahoo. "Retrofitting of Floating Bridges With Perforated Outer Cover for Mitigating Wave-Induced Responses." In ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/omae2018-77054.

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An investigation has been carried out based on multi-domain boundary element method to analyze the mitigation of wave-induced hydrodynamic loads on a pair of floating rectangular bridges by retrofitting the structures with external porous plates. The study is based on the assumptions of small amplitude water wave theory in finite water depth with the characteristics of wave-body interactions remain unaltered along the bridge. Wave past porous structure is modelled using Darcy’s law. Various hydrodynamic characteristics are studied by analyzing the wave forces acting on the floating bridges and
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Cinello, Alexandre, François Pétrié, Eric Le Hir, Bernard Molin, and Guillaume de Hauteclocque. "Shielding Effect on the Overall Hydrodynamic Properties of Complex Subsea Structures." In ASME 2012 31st International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/omae2012-83063.

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Deepwater field developments are usually associated with large submarine packages to be installed such as suction anchors, manifolds and other subsea equipment. Key data for the lowering operation engineering are the added mass and drag coefficients of the package, which is usually a complex structure made of plates (mudmat, drop object protection…), piping and miscellaneous equipment. To extract these hydrodynamics coefficients, it is usual industry practice to consider the package overall volume or to sum the individual components coefficients which may lead to very different results. Experi
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Yan, Hongmei, and Yuming Liu. "Efficient Computations of Fully-Nonlinear Wave Interactions With Floating Structures." In ASME 2010 29th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2010. http://dx.doi.org/10.1115/omae2010-20412.

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We consider the problem of fully nonlinear three-dimensional wave interactions with floating bodies with or without a forward speed. A highly efficient time-domain computational method is developed in the context of potential flow formulation using the pre-corrected Fast Fourier Transform (PFFT) algorithm based on a high-order boundary element method. The method reduces the computational effort in solving the boundary-value problem at each time step to O(NlnN) from O(N2∼3) of the classical boundary element methods, where N is the total number of unknowns. The high efficiency of this method all
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Hoekstra, Carel, Henk Smienk, Joris van Drunen, and Alessio Pistidda. "Applying CFD for In-Line Structure Hydrodynamics in Pipeline Installation Analysis." In ASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/omae2016-54273.

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Over the last decade Heerema Marine Contractors (HMC) has successfully performed multiple installation campaigns of large sized in-line structures (ILS) with Deep Water Construction Vessels (DCV) Aegir and Balder. Nowadays steady increase in size and weight of ILS have made these special operations even more complex. Presence of large sized ILS and accompanying buoyancy modules in the catenary have proven to play a dominant role in pipeline integrity. Originally hydrodynamic force formulations in finite element analysis are solely designated for the pipeline itself. These computations comprehe
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Huang, L. L., and H. R. Riggs. "Displacement and Pressure Transfer Between Structural and Fluid Meshes in Fluid-Structure Interaction." In ASME 2003 22nd International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2003. http://dx.doi.org/10.1115/omae2003-37303.

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Nonlinear, time-domain hydroelastic analysis of flexible offshore structures requires that the structural motion be transferred to the fluid model and the resulting fluid pressure at the fluid-structure interface be transferred from the fluid model to the structure. When the structural mesh and the fluid mesh describe two distinct three-dimensional surfaces, the transfer of displacement and pressure is both difficult and non-unique. In this paper, a new transfer strategy based on the variational-based smoothing element analysis (SEA) technique is presented. The displacement transfer uses the o
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Garrido-Mendoza, Carlos A., Antonio Souto-Iglesias, and K. P. Thiagarajan. "Numerical Simulation of Hydrodynamics of a Circular Disk Oscillating Near a Seabed." In ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/omae2013-11072.

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This paper studies how the hydrodynamics coefficients of added mass and damping varies when an oscillating disk approaches a seabed. Analysis was performed by OpenFOAM code using the ‘PIMPLE’ algorithm. The simulations considered the flow as laminar and hence no turbulence model was used. Simulations were conducted for a solid disk of 200 mm diameter, 2 mm thick, oscillating at amplitudes varying from 1–48 mm and elevation ‘h’ of the disk from the seabed varying from 0.2–2 times the disk radius. The geometry and parameters used here were the same as that of Wadhwa et al. (2010) [1] and Vu et a
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