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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. | + | ==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 and on the aeroelastic simulator code FAST. |
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| − | Provide a maximum of 6 keywords, and avoiding general and plural terms and multiple concepts (avoid, for example, 'and', 'of'). Be sparing with abbreviations: only abbreviations firmly established in the field should be used. These keywords will be used for indexing purposes.
| + | 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 to assess the Ultimate Limit State (ULS). Finally, some comparison and conclusions based on the obtained results are drawn. |
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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. -->==
| + | ==Presentation== |
| − | 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].
| + | [[File:Gutierrez_Romero_et_al_2019a_8751_snapshot.jpg]][https://upct-my.sharepoint.com/:p:/g/personal/jose_gutierrez_upct_es/EenzXAmZeZJNu5ARnuw_PyMB1Ug_YJ19RljemovkL4aPKg?e=7NMJpU MARINE PRESENTATION] |
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| − | 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.
| + | ==References== |
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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. |
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| − | ==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.
| + | [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. |
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| − | Most of the documents in Scipedia are written in English (write your manuscript in American or British English, but not a mixture of these). Anyhow, specific publications in other languages can be published in Scipedia. In any case, the documents published in other languages must have an abstract written in English.
| + | [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 |
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| | + | [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. |
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| | + | [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. |
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| − | 2.1 Subsections
| + | [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 |
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| − | Divide your article into clearly defined and numbered sections. Subsections should be numbered 1.1, 1.2, etc. and then 1.1.1, 1.1.2, ... Use this numbering also for internal cross-referencing: do not just refer to 'the text'. Any subsection may be given a brief heading. Capitalize the first word of the headings.
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| − | [https://upct-my.sharepoint.com/:p:/g/personal/jose_gutierrez_upct_es/EenzXAmZeZJNu5ARnuw_PyMB1Ug_YJ19RljemovkL4aPKg?e=jBcTaT MARINE PRESENTATION]
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| − | ==4 Acknowledgments<!-- Acknowledgments should be inserted at the end of the document, before the references section. -->==
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| − | ==5 References<!--[1] Author, A. and Author, B. (Year) Title of the article. Title of the Publication. Article code. Available: http://www.scipedia.com/ucode.
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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
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| | [7] IEC 61400-3:2009 Design requirements for offshore wind turbines. www.iec.ch | | [7] IEC 61400-3:2009 Design requirements for offshore wind turbines. www.iec.ch |
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 and on the aeroelastic simulator code FAST.
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 to assess the Ultimate Limit State (ULS). Finally, some comparison and conclusions based on the obtained results are drawn.
[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
