TetraSpar 浮筒在波浪中的动态响应分析:实验和数值再现

IF 4 2区 工程技术 Q1 ENGINEERING, CIVIL Marine Structures Pub Date : 2023-12-15 DOI:10.1016/j.marstruc.2023.103546
M. Borg , A. Pegalajar-Jurado , H. Stiesdal , F.J. Madsen , T.R.L. Nielsen , R.F. Mikkelsen , M. Mirzaei , A.K. Lomholt , H. Bredmose
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引用次数: 0

摘要

这里介绍了tetetraspar浮动式风力涡轮机子结构的初始概念验证模型规模测试活动,以及详细的响应分析和数值再现。试验在1:60的风浪比例尺下进行,试验使用的是螺距调节DTU 10 MW风力发电机。该浮子在两种配置下进行了测试:半潜式和桅杆式。详细描述了实验装置和程序,然后对系统进行了固有频率和阻尼的辨识。分析比较了两种结构下浮子对水动力载荷的响应。分析包括不规则海况和0°和30°方向的集中波群。在衰减试验中量化了浮体的水动力阻尼,显示出明显的线性和二阶分量。结果表明,在极限状态波条件下,半潜式结构的运动响应明显大于梁式结构。重点放在系泊载荷和在有碴龙骨的支持线的张力。增加的压载梁龙骨导致更大的负载在这些支持线。此外,在两种结构的响应中都观察到二阶和高阶波强迫。建立了基于一阶辐射衍射理论、二阶纽曼载荷和附加莫里森粘性力的数值模型。模型阻尼根据每种海况的测量值进行校准。结果表明,该模型在线性范围内和固有频率下均能较好地再现浮子响应和塔顶加速度,但风暴海况下的波浪除外。发现龙骨线的动张力强烈地依赖于线向线内波方向的投影。此外,这种行为被模型准确地再现,尽管在额定风海状态下,其中一条线有一些预测不足,这与六条线的实验预张力的差异有关。
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Dynamic response analysis of the TetraSpar floater in waves: Experiment and numerical reproduction

The initial proof of concept model scale test campaign for the TetraSpar floating wind turbine substructure is presented here along with a detailed response analysis and numerical reproduction. The tests were conducted at scale 1:60 in wind and waves with the pitch-regulated DTU 10 MW wind turbine. The floater was tested in two configurations: semi-submersible and spar. The experimental setup and program is described in detail followed by system identification for natural frequencies and damping. The responses of the floater in the two configurations to hydrodynamic loading are analysed and compared. The analysis includes irregular sea states and focused wave groups at both 0° and 30° heading. The hydrodynamic damping of the floaters was quantified in decay tests, showing a clear linear and second-order component. It was observed that the semi-submersible configuration had significantly larger motion response than the spar configuration in ultimate limit state wave conditions. Emphasis is placed on the mooring loads and the tensions in the support lines for the ballasted keel. The increased ballast of the spar keel led to larger loads in these support lines. Further, second- and higher-order wave forcing were observed in responses of both configurations. A numerical model based on first-order radiation-diffraction theory, second-order Newman loads and additional Morison viscous forcing is set up. The model damping is calibrated against the measurements at each sea state. It is demonstrated that after this calibration, the model is able to reproduce the floater response and tower top accelerations with good accuracy, both in the linear range and at the natural floater frequencies, with heave in the storm sea state as the exception. The dynamic tensions in the keel lines are found to depend strongly on the lines projection to the inline wave direction. Also this behaviour is reproduced accurately by the model, although with some under-prediction in one of the lines in the rated wind sea state, which is linked to differences in the experimental pre-tension for the six lines.

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来源期刊
Marine Structures
Marine Structures 工程技术-工程:海洋
CiteScore
8.70
自引率
7.70%
发文量
157
审稿时长
6.4 months
期刊介绍: This journal aims to provide a medium for presentation and discussion of the latest developments in research, design, fabrication and in-service experience relating to marine structures, i.e., all structures of steel, concrete, light alloy or composite construction having an interface with the sea, including ships, fixed and mobile offshore platforms, submarine and submersibles, pipelines, subsea systems for shallow and deep ocean operations and coastal structures such as piers.
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