2022
DOI: 10.3390/jmse10030318
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Analytical Investigation of Tension Loads Acting on a TLP Floating Wind Turbine

Abstract: The purpose of this study is to scrutinize the coupled hydroaeroelastic problem for a TLP design of a floating structure consisting of multiple vertical truncated cylinders which support a 10 MW wind turbine (WT). The platform is exposed to the combined effects of water waves and wind loading. The motions of the platform are examined for seven different directions of the incident waves. The hydrodynamic problem was solved analytically by combining the physical idea of multiple scattering and the method of matc… Show more

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Cited by 7 publications
(3 citation statements)
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“…In this study, the MBAPSF consists of four bodies and each body has 6 degrees of freedom. Therefore, a comprehensive consideration of the multiple degree of freedom (DOF) system is necessary [33]. The multibody motion equation is shown as follows [12]: (14) .…”
Section: Equation Of Motionmentioning
confidence: 99%
“…In this study, the MBAPSF consists of four bodies and each body has 6 degrees of freedom. Therefore, a comprehensive consideration of the multiple degree of freedom (DOF) system is necessary [33]. The multibody motion equation is shown as follows [12]: (14) .…”
Section: Equation Of Motionmentioning
confidence: 99%
“…The main advantage offered by the marine compared to the continental environment is that the prevailing winds are generally stronger and less variable, thus allowing the output of a floating wind turbine to be constant and, therefore, more efficient over time. In recent years, the scientific community has turned to the installation of floating structures in deep water utilizing the technology of floating wind turbines based on forms of floating structures that have been used in the extraction of oil and natural gas in deep water, such as floating semi-submerged [3], tension-leg platforms [4], etc.…”
Section: Introductionmentioning
confidence: 99%
“…There are mainly four types of FOWTs from the perspective of the foundation supporting structure: spar-type platform [4], semi-submersible platform [5], barge-type platform [6], and tension leg platform (TLP) [7]. Each has its advantages and disadvantages.…”
Section: Introductionmentioning
confidence: 99%