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| − | == | + | ==Abstract<!-- Your document should start with a concise and informative title. Titles are often used in information-retrieval systems. Avoid abbreviations and formulae where possible. Capitalize the first word of the title. |
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An abstract is required for every document; it should succinctly summarize the reason for the work, the main findings, and the conclusions of the study. Abstract is often presented separately from the article, so it must be able to stand alone. For this reason, references and hyperlinks should be avoided. If references are essential, then cite the author(s) and year(s). Also, non-standard or uncommon abbreviations should be avoided, but if essential they must be defined at their first mention in the abstract itself. -->== | An abstract is required for every document; it should succinctly summarize the reason for the work, the main findings, and the conclusions of the study. Abstract is often presented separately from the article, so it must be able to stand alone. For this reason, references and hyperlinks should be avoided. If references are essential, then cite the author(s) and year(s). Also, non-standard or uncommon abbreviations should be avoided, but if essential they must be defined at their first mention in the abstract itself. -->== | ||
| + | Nowadays the marine renewable energies are getting an important role in the transformation of the energy model. And tools for predicting the performance of these new technologies are essential in their commercial development. An example of these are floating wind turbines (FWT), and this work presents the coupling and verification of a set of tools to carry out fully coupled simulation of FWTs. These tools are built on the seakeeping software SeaFEM [1, 2, 3, 4, 5] and on the aeroelastic simulator code FAST [6]. | ||
| + | First, the basic features of each tools are explained. Second, a coupling strategy to assess the performance of FWTs is presented. Third, the results obtained coupling SeaFEM-FAST are used for an inter-code comparison against those obtained coupling Hydrodyn-FAST. Forth, an intensive analysis of a FWT based on the NREL 5 MW baseline is carried out taking into account the environmental conditions of the selected location. These coupled computations are carried out following the Design Load Cases proposed by IEC rules [7] to assess the Ultimate Limit State (ULS). Finally, some comparison and conclusions based on the obtained results are drawn. | ||
| + | [https://upct-my.sharepoint.com/:p:/g/personal/jose_gutierrez_upct_es/EenzXAmZeZJNu5ARnuw_PyMB1Ug_YJ19RljemovkL4aPKg?e=jBcTaT MARINE PRESENTATION] | ||
| − | + | ==Presentation<!-- You can enter and format the text of this document by selecting the ‘Edit’ option in the menu at the top of this frame or next to the title of every section of the document. This will give access to the visual editor. Alternatively, you can edit the source of this document (Wiki markup format) by selecting the ‘Edit source’ option. | |
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[6] Institution or author. Title of the document. Year. [Online] (Date consulted: day, month and year). Available: http://www.scipedia.com/document.pdf. | [6] Institution or author. Title of the document. Year. [Online] (Date consulted: day, month and year). Available: http://www.scipedia.com/document.pdf. | ||
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| + | [1] Serván-Camas B. 2016. A time-domain finite element method for seakeeping and wave resistance problems. School of Naval Architecture and Ocean Engineering. Technical University of Madrid. Doctoral thesis. | ||
| + | [2] Serván-Camas, B., and Garcia-Espinosa, J. (2013). Accelerated 3D multi-body seakeeping simulations using unstructured finite elements. Journal of Computational Physics 252, 382–403. | ||
| + | [3] Gutiérrez-Romero, J. E., García-Espinosa, J., Serván-Camas, B., Zamora-Parra, B. (2016). Non-linear dynamic analysis of the response of moored floating structures. Marine Structures 49, 116-137. Marine Structures 58, 278–300 | ||
| + | [4] Serván-Camas, B., Cercós-Pita, J. L., Colom-Cobb, J., García-Espinosa, J., SoutoIglesias, A. (2016). Time domain simulation of coupled sloshing–seakeeping problems by SPH–FEM coupling. Ocean Engineering 123, 383–396. | ||
| + | [5] Serván-Camas, B., Gutiérrez-Romero, J. E., Garcia-Espinosa, J. (2018). A time-domain second-order FEM model for the wave diffraction-radiation problem. Validation with a semisubmersible platform. | ||
| + | [6] Jonkman, J.M. Buhl Jr. M.L. FAST user's guide Technical Report NREL/EL-500-38230 National Renewable Energy Laboratory, Colorado, USA (2005). www.nrel.gov | ||
| + | [7] IEC 61400-3:2009 Design requirements for offshore wind turbines. www.iec.ch | ||
Revision as of 08:13, 15 May 2019
Abstract
Nowadays the marine renewable energies are getting an important role in the transformation of the energy model. And tools for predicting the performance of these new technologies are essential in their commercial development. An example of these are floating wind turbines (FWT), and this work presents the coupling and verification of a set of tools to carry out fully coupled simulation of FWTs. These tools are built on the seakeeping software SeaFEM [1, 2, 3, 4, 5] and on the aeroelastic simulator code FAST [6].
First, the basic features of each tools are explained. Second, a coupling strategy to assess the performance of FWTs is presented. Third, the results obtained coupling SeaFEM-FAST are used for an inter-code comparison against those obtained coupling Hydrodyn-FAST. Forth, an intensive analysis of a FWT based on the NREL 5 MW baseline is carried out taking into account the environmental conditions of the selected location. These coupled computations are carried out following the Design Load Cases proposed by IEC rules [7] to assess the Ultimate Limit State (ULS). Finally, some comparison and conclusions based on the obtained results are drawn.
Presentation
4 Acknowledgments
5 References
[1] Serván-Camas B. 2016. A time-domain finite element method for seakeeping and wave resistance problems. School of Naval Architecture and Ocean Engineering. Technical University of Madrid. Doctoral thesis. [2] Serván-Camas, B., and Garcia-Espinosa, J. (2013). Accelerated 3D multi-body seakeeping simulations using unstructured finite elements. Journal of Computational Physics 252, 382–403. [3] Gutiérrez-Romero, J. E., García-Espinosa, J., Serván-Camas, B., Zamora-Parra, B. (2016). Non-linear dynamic analysis of the response of moored floating structures. Marine Structures 49, 116-137. Marine Structures 58, 278–300 [4] Serván-Camas, B., Cercós-Pita, J. L., Colom-Cobb, J., García-Espinosa, J., SoutoIglesias, A. (2016). Time domain simulation of coupled sloshing–seakeeping problems by SPH–FEM coupling. Ocean Engineering 123, 383–396. [5] Serván-Camas, B., Gutiérrez-Romero, J. E., Garcia-Espinosa, J. (2018). A time-domain second-order FEM model for the wave diffraction-radiation problem. Validation with a semisubmersible platform. [6] Jonkman, J.M. Buhl Jr. M.L. FAST user's guide Technical Report NREL/EL-500-38230 National Renewable Energy Laboratory, Colorado, USA (2005). www.nrel.gov [7] IEC 61400-3:2009 Design requirements for offshore wind turbines. www.iec.ch
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