A semi-empirical model for time-domain tower Vortex induced Vibration load simulations of wind turbines

M. Arnold, S. Filopoulos, W. White, M. Kamruzzaman
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引用次数: 0

Abstract

A new method for simulating aeroelastic resonances between vortex shedding and structural eigenfrequencies of a wind turbine tower is presented in this publication. This aero-elastic effect of Vortex induced Vibrations (ViV) has the potential to disrupt installation processes and cause fatigue and extreme loads on the tower. Despite this issue, there are no established simulation methods available in literature, able and sufficiently efficient to predict the ViV in turbulent and site specific design load conditions. This state-of-the-art is extended by introducing an efficient semi-empirical, time-domain simulation method, which is capable of analyzing the tower ViV excitations and aeroelastic responses in wind turbine load simulations of the isolated tower or the full turbine for fatigue and extreme loads. The method is based on an adaptive harmonic equation, which is automatically tuned to the instantaneous tower motions.
用于风力涡轮机时域塔架涡流诱导振动载荷模拟的半经验模型
本出版物介绍了一种模拟风力涡轮机塔架涡流脱落与结构特征频率之间气动弹性共振的新方法。涡流诱导振动(ViV)的这种气弹性效应有可能破坏安装过程,并对塔架造成疲劳和极端负荷。尽管存在这一问题,但目前文献中还没有成熟的模拟方法,能够足够有效地预测湍流和现场特定设计载荷条件下的 ViV。通过引入一种高效的半经验时域模拟方法,该方法能够在风力涡轮机负载模拟中分析塔架 ViV 激振器和气动弹性响应,模拟孤立塔架或整个涡轮机的疲劳和极端负载。该方法基于自适应谐波方程,可根据塔架的瞬时运动进行自动调整。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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1.20
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