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首页> 外文期刊>Ocean Engineering >Hydrodynamic characteristics of forced oscillation of heave plate with fractal characteristics based on floating wind turbine platform
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Hydrodynamic characteristics of forced oscillation of heave plate with fractal characteristics based on floating wind turbine platform

机译:基于浮动风力涡轮机平台的分形特性升压振动振荡的流体动力学特性

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摘要

The heave plate is widely used in the field of marine engineering because of its advantage of increasing damping and added mass. In this paper, the fractal theory is applied to the structure design of the heave plate and a fractal plate has been proposed. With the technology of dynamic mesh and user defined functions (UDF) in Fluent, numerical simulations on forced oscillation of different heave plates have been performed. At different amplitudes of harmonic motion, the hydrodynamic characteristics of solid plate, different fractal order plates (perforation ratios of 5%, 12% and 20%, respectively) and regular ones (different shapes and arrangement of holes with the same perforation ratio of 20%) are compared and analyzed. The time history of vertical force, added mass coefficient (C-m) and damping coefficient (C-d) are obtained for different heave plates. The results show that at the same oscillation period, the C-d value of each heave plate decreases with the amplitude of harmonic motion increases, eventually becoming stable, while the C-m value increases continuously. When comparing different fractal heave plates, the C-m value decreases with the increase of the fractal order, while C-d value increases firstly and then decreases at the same condition. Besides, the C-d value reaches the maximum at the second order. As the hole perimeter becomes higher, the regular ones with the perforation ratio of 20% exhibits a linear increase in damping coefficient with increasing Keulegan-Carpenter Number (KC). The damping coefficient of a fractal plate is obviously larger than that of regular ones, which indicates that the fractal plate has better performance compared to regular ones.
机译:由于其优点增加了阻尼和增加的质量,因此升降板广泛用于海洋工程领域。在本文中,分形理论应用于升降板的结构设计,并提出了分形板。通过流畅的动态网格和用户定义的功能(UDF)的技术,已经进行了对不同升降板的强制振荡的数值模拟。在不同的谐波运动幅度下,固体板的流体动力学特性,不同的分形阶板(穿孔比为5%,12%和20%)和常规形状(不同的形状和孔的排列,相同穿孔比为20将%)进行比较和分析。为不同的升降板获得垂直力,增加质量系数(C-M)和阻尼系数(C-D)的时间历史。结果表明,在相同的振荡周期,每个升降板的C-D值随谐波运动的幅度而降低,最终变得稳定,而C-M值连续增加。当比较不同的分形升降板时,C-M值随着分形顺序的增加而降低,而C-D值首先增加,然后在相同的条件下降低。此外,C-D值以二阶达到最大值。由于孔周边变高,具有20%的穿孔比的常规形式随着keulegan-corpenter数(Kc)的增加,阻尼系数的线性增加。分形板的阻尼系数明显大于常规形式的系数,这表明与常规形式相比,分形板具有更好的性能。

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