海上漂浮式风力机是在随机性风载荷和浪载荷联合作用下工作的,其结构动态稳定性分析与控制是亟待解决的关键问题之一。考虑到气动水动结构耦合作用而产生6种摇荡形式,该文选择Spar结构的漂浮风力机作为样机系统。针对其纵摇和垂荡这2种...海上漂浮式风力机是在随机性风载荷和浪载荷联合作用下工作的,其结构动态稳定性分析与控制是亟待解决的关键问题之一。考虑到气动水动结构耦合作用而产生6种摇荡形式,该文选择Spar结构的漂浮风力机作为样机系统。针对其纵摇和垂荡这2种摇荡现象,提出了以调频质量阻尼器(tuned mass damper,TMD)置于风力机机舱的结构主动控制形式,建立了基于TMD控制的精确三自由度漂浮风力机动力学模型,其中外激励风载荷考虑了桨叶和塔架2种载荷,而浪载荷按Morison方程建模。基于此模型,分析了随机风浪载荷作用下对风力机性能影响最大的纵摇形式的动态响应,实现了以最小能量消耗来实现风力机塔顶位移、速度、加速度最小为控制目标的线性二次型调节器(linear quadratic regulator,LQR)的设计。以5MW漂浮风力机为例,进行了控制前后的纵摇动态响应仿真和分析。仿真结果表明:通过TMD主动控制,可以有效减少55%塔架振动的最大位移,并快速消弱塔架振动回归稳定状态。展开更多
A wind turbine system equipped with a tuned liquid column damper （TLCD） is comprehensively studied via shaking table tests using a 1/13-scaled model. The effects of wind and wave actions are considered by inputting ...A wind turbine system equipped with a tuned liquid column damper （TLCD） is comprehensively studied via shaking table tests using a 1/13-scaled model. The effects of wind and wave actions are considered by inputting response- equivalent accelerations on the shaking table. The test results show that the control effect of the TLCD system is significant in reducing the responses under both wind-wave equivalent loads and ground motions, but obviously varies for different inputs, Further, a blade-hub-tower integrated numerical model for the wind turbine system is established. The model is capable of considering the rotational effect of blades by combining Kane＇s equation with the finite element method. The responses of the wind tower equipped with TLCD devices are numerically obtained and compared to the test results, showing that under both controlled and uncontrolled conditions with and without blades＇ rotation, the corresponding responses exhibit good agreement. This demonstrates that the proposed numerical model performs well in capturing the wind-wave coupled response of the offshore wind turbine systems under control. Both numerical and experimental results show that the TLCD system can significantly reduce the structural response and thus improve the safety and serviceability of the offshore wind turbine tower systems. Additional issues that require further study are discussed.展开更多
文摘海上漂浮式风力机是在随机性风载荷和浪载荷联合作用下工作的,其结构动态稳定性分析与控制是亟待解决的关键问题之一。考虑到气动水动结构耦合作用而产生6种摇荡形式,该文选择Spar结构的漂浮风力机作为样机系统。针对其纵摇和垂荡这2种摇荡现象,提出了以调频质量阻尼器(tuned mass damper,TMD)置于风力机机舱的结构主动控制形式,建立了基于TMD控制的精确三自由度漂浮风力机动力学模型,其中外激励风载荷考虑了桨叶和塔架2种载荷,而浪载荷按Morison方程建模。基于此模型,分析了随机风浪载荷作用下对风力机性能影响最大的纵摇形式的动态响应,实现了以最小能量消耗来实现风力机塔顶位移、速度、加速度最小为控制目标的线性二次型调节器(linear quadratic regulator,LQR)的设计。以5MW漂浮风力机为例,进行了控制前后的纵摇动态响应仿真和分析。仿真结果表明:通过TMD主动控制,可以有效减少55%塔架振动的最大位移,并快速消弱塔架振动回归稳定状态。
基金National Natural Science Foundation of China Under Grant No.11172210National Hi-Tech Development Plan(863 Plan)Under Grant No.2008AA05Z413+2 种基金the Fundamental Fund for Central Universitiesthe Shuguang Program of Shanghai Citythe State Key Laboratory of Disaster Reduction in Civil Engineering Under Grant Nos.SLDRCE14-A-06 and SLDRCE14-B-17
文摘A wind turbine system equipped with a tuned liquid column damper （TLCD） is comprehensively studied via shaking table tests using a 1/13-scaled model. The effects of wind and wave actions are considered by inputting response- equivalent accelerations on the shaking table. The test results show that the control effect of the TLCD system is significant in reducing the responses under both wind-wave equivalent loads and ground motions, but obviously varies for different inputs, Further, a blade-hub-tower integrated numerical model for the wind turbine system is established. The model is capable of considering the rotational effect of blades by combining Kane＇s equation with the finite element method. The responses of the wind tower equipped with TLCD devices are numerically obtained and compared to the test results, showing that under both controlled and uncontrolled conditions with and without blades＇ rotation, the corresponding responses exhibit good agreement. This demonstrates that the proposed numerical model performs well in capturing the wind-wave coupled response of the offshore wind turbine systems under control. Both numerical and experimental results show that the TLCD system can significantly reduce the structural response and thus improve the safety and serviceability of the offshore wind turbine tower systems. Additional issues that require further study are discussed.
