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调谐质量阻尼器对冲刷效应下风力机减振控制研究

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冲刷效应易引发海上风力机结构过度振动,本文通过调谐质量阻尼器(TMD)系统对冲刷后的近海单桩式风力机结构减振控制问题开展研究.基于10MW风力机三维壳单元有限元模型,并结合开源软件FAST气动力模块和AQWA进行联合仿真.结果表明:冲刷效应将导致风力机塔架和桩基结构振动加剧,而安装TMD后对冲刷效应下的塔架减振控制效果更加明显,可有效削弱冲刷对风力机的负面影响;较之冲刷方向位移,TMD对侧向位移控制效果更为突出;风力机受冲刷后或装有TMD系统均会改变塔架前后向应变能极值位置,且TMD可减小冲刷后风力机塔架轴向和周向应变能均值,但应变能集中分布区域面积有所增加.
Research on Vibration Reduction Control of Wind Turbine under Scouring Effect by Tuned Mass Damper
The scour effect is easy to cause excessive vibration of offshore wind turbine structure. Therefore,the paper studies the vibration control of offshore single pile wind turbine structure with scour effect by Tuned Mass Damper (TMD) system. Based on the three-dimensional shell element finite element model of 10 MW wind turbine,combined with the open source software FAST aerodynamic module and AQWA for joint simulation. The results show that the scour effect will lead to the aggravation of the vibration of the wind turbine tower and pile foundation structure,and the vibration reduction control effect of the tower under the scour effect is more obvious after the installation of TMD,which can effectively weaken the negative impact of the scour on the wind turbine. Compared with the forward and backward displacement,the control effect of TMD on lateral displacement is more prominent. After the wind turbine is scoured or equipped with a TMD system,the extreme position of the forward and backward strain energy of the tower will be changed,and the TMD can reduce the mean value of the axial and circumferential strain energy of the wind turbine tower after the scour,but the area of the concentrated distribution area of the strain energy increases.

Offshore Wind TurbineTuned Mass DamperSoil-structure Coupling ModelScour HoleDynamic ResponseFinite Element Model

黄浩达、师浩东、岳敏楠、缪维跑、李春

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上海理工大学能源与动力工程学院

海上风力机 调谐质量阻尼器 土-构耦合 冲刷孔 动力学响应 有限元模型

2024

风机技术
沈阳豉风机研究所(有限公司)

风机技术

影响因子:0.643
ISSN:1006-8155
年,卷(期):2024.66(4)