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浙江大学学报(工学版)  2014, Vol. 48 Issue (4): 686-692    DOI: 10.3785/j.issn.1008-973X.2014.04.019
土木工程     
大型风力机全机风振响应和等效静力风荷载
柯世堂1,2, 王同光2, 陈少林1, 葛耀君3
1. 南京航空航天大学 土木工程系,江苏 南京 210016;2. 南京航空航天大学 江苏省风力机设计高技术研究
重点实验室,江苏 南京 210016;3. 同济大学 土木工程防灾国家重点实验室,上海 200092
Wind-induced responses and equivalent static wind load of large wind turbine system
KE Shi-tang1,2, WANG Tong-guang2, CHEN Shao-lin1, GE Yao-jun3
1. Department of Civil Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, China;
2. Jiangsu Key Laboratory of HiTech Research for Wind Turbine Design, Nanjing University of Aeronautics and
Astronautics, Nanjing 210016, China; 3. State Key Laboratory for Disaster Reduction in Civil Engineering,
Tongji University, Shanghai 200092, China
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摘要:

建立新一代超大功率风力机系统,考虑风轮离心力的“风轮机舱塔体基础”一体化有限元模型,输入采用基于谐波叠加法和叶素动量理论计算的考虑风轮旋转、塔架风轮模态和气动相干效应的脉动风荷载;结合考虑结构背景、共振及耦合项的风振精细化计算方法,研究风力机塔轮系统的风振响应、等效静力风荷载(ESWL)和动力放大系数的分布特性.结果表明:新一代大型风力机塔轮系统的风振呈现多模态耦合、多振型响应和多目标等效3个显著特征,其中塔架中上部和风轮由共振响应主导,塔架底部背景和共振响应相当,背景和共振交叉项影响不能忽略.

Abstract:

The integrated finite element model consisting of the rotor, the nacelle, the tower and the basis of 5 MW new generation wind turbine system was established. The harmony superposition method and blade-element momentum (BEM) theory were used to calculate the simulation of wind loads on tower-rotor system, which considers the rotational effect, tower-blades modal and aerodynamic interaction effects. The wind-induced responses, equivalent static wind load (ESWL) and dynamic amplified coefficients of wind turbine tower-rotor system were analyzed combined with the calculating method, which could consider the coupled effect between the resonant modes, and the cross term of resonant and background responses. Results showed that the wind-induced responses and ESWL were characterized with complicated wind loads, multimode buffeting responses, and multiple equivalent objectives for equivalent static wind loads. The resonant component had more contribution to wind-induced response and ESWL in middle-upper part and wind rotors. The background responses were similar with the resonant responses in the bottom tower. Cross term between background and resonant components had important effect.

出版日期: 2014-09-03
:  TK 83  
基金资助:

国家“973”重点基础研究发展规划资助项目(2014CB046200);国家自然科学基金资助项目(51208254);江苏省自然科学基金资助项目(BK2012390);南京航空航天大学基本科研业务费资助项目(NN2012024,56YAH12010).

作者简介: 柯世堂(1982—),男,讲师,从事结构风工程的研究. E-mail: keshitang@163.com
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引用本文:

柯世堂, 王同光, 陈少林, 葛耀君. 大型风力机全机风振响应和等效静力风荷载[J]. 浙江大学学报(工学版), 2014, 48(4): 686-692.

KE Shi-tang, WANG Tong-guang, CHEN Shao-lin, GE Yao-jun. Wind-induced responses and equivalent static wind load of large wind turbine system. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 2014, 48(4): 686-692.

链接本文:

http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2014.04.019        http://www.zjujournals.com/eng/CN/Y2014/V48/I4/686

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[1] 柯世堂,余玮,王同光. 停机状态叶片位置对风力机体系气动性能影响[J]. 浙江大学学报(工学版), 2016, 50(7): 1230-1238.
[2] 倪益华, 宋芳芳, 过海. 风机叶片设计二次开发与气动性能仿真[J]. J4, 2012, 46(2): 315-320.