Structural parameters multi-objective optimisation and dynamic characteristics analysis of large-scale wind turbine towers

被引:7
作者
Dai, J. C. [1 ]
Liu, Z. Q. [1 ]
Liu, X. [1 ]
Yang, S. Y. [1 ]
Shen, X. B. [1 ]
机构
[1] Hunan Univ Sci & Technol, Sch Electromech Engn, Xiangtan, Peoples R China
关键词
Wind turbine tower; multi-objective optimisation; dynamic characteristic; structural parameters;
D O I
10.1080/14484846.2017.1295794
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
To optimise the structural parameters of wind turbine tower, a multi-objective optimisation model is established. The minimum mass and the minimum tower top displacement are selected to be the optimisation objectives. A non-linear mathematical model is established to map the relationship between the tower structure parameters and stress, top displacement, and natural frequency based on BP artificial neural network theory (BP-ANN). The NSGA-II algorithm is employed to solve the optimisation problem. Furthermore, the tower top vibration displacement, velocity and acceleration characteristics are analysed in the ANSYS and BLADED software based on the structural parameters before and after optimisation, respectively. The results show that tower structural parameters can be further optimised by employing multi-objective optimisation algorithm. In addition, in the iterative optimisation calculation, it has obvious advantages for using the established BP-ANN model. Changes of tower structural parameters will also change the real-time state of structure aero-elasticity, which also affects the vibration characteristics of the tower in operation process.
引用
收藏
页码:43 / 49
页数:7
相关论文
共 10 条
[1]   Static, seismic and stability analyses of a prototype wind turbine steel tower [J].
Bazeos, N ;
Hatzigeorgiou, GD ;
Hondros, ID ;
Karamaneas, H ;
Karabalis, DL ;
Beskos, DE .
ENGINEERING STRUCTURES, 2002, 24 (08) :1015-1025
[2]  
Burton Tony, 2005, WIND ENERGY HDB
[3]   Modelling and analysis of direct-driven permanent magnet synchronous generator wind turbine based on wind-rotor neural network model [J].
Dai, J-C ;
Hu, Y-P ;
Liu, D-S ;
Wei, J. .
PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART A-JOURNAL OF POWER AND ENERGY, 2012, 226 (A1) :62-72
[4]  
Dai Juchuan, 2013, China Mechanical Engineering, V24, P2150, DOI 10.3969/j.issn.1004-132X.2013.16.005
[5]   Analysis of Wind Turbine Vibrations Based on SCADA Data [J].
Kusiak, Andrew ;
Zhang, Zijun .
JOURNAL OF SOLAR ENERGY ENGINEERING-TRANSACTIONS OF THE ASME, 2010, 132 (03) :0310081-03100812
[6]   Analysis and design of the prototype of a steel 1-MW wind turbine tower [J].
Lavassas, I ;
Nikolaidis, G ;
Zervas, P ;
Efthimiou, E ;
Doudoumis, IN ;
Baniotopoulos, CC .
ENGINEERING STRUCTURES, 2003, 25 (08) :1097-1106
[7]  
[李德源 LI Deyuan], 2009, [机械工程学报, Chinese Journal of Mechanical Engineering], V45, P46
[8]   Structural design optimization of wind turbine towers [J].
Negm, HM ;
Maalawi, KY .
COMPUTERS & STRUCTURES, 2000, 74 (06) :649-666
[9]   Optimisation of a steel tower for a wind turbine structure [J].
Uys, P. E. ;
Farkas, J. ;
Jarmai, K. ;
van Tonder, F. .
ENGINEERING STRUCTURES, 2007, 29 (07) :1337-1342
[10]   Monitoring Wind Turbine Vibration Based on SCADA Data [J].
Zhang, Zijun ;
Kusiak, Andrew .
JOURNAL OF SOLAR ENERGY ENGINEERING-TRANSACTIONS OF THE ASME, 2012, 134 (02)