Welcome to Journal of Beijing Institute of Technology
Volume 29Issue 3
.
Turn off MathJax
Article Contents
Yuqiao Zheng, Lu Zhang, Fugang Dong, Bo Dong. Multi-Objective Structural Optimization of Wind Turbine Tower Using Nondominated Sorting Genetic Algorithm[J]. JOURNAL OF BEIJING INSTITUTE OF TECHNOLOGY, 2020, 29(3): 417-424. doi: 10.15918/j.jbit1004-0579.20050
Citation: Yuqiao Zheng, Lu Zhang, Fugang Dong, Bo Dong. Multi-Objective Structural Optimization of Wind Turbine Tower Using Nondominated Sorting Genetic Algorithm[J].JOURNAL OF BEIJING INSTITUTE OF TECHNOLOGY, 2020, 29(3): 417-424.doi:10.15918/j.jbit1004-0579.20050

Multi-Objective Structural Optimization of Wind Turbine Tower Using Nondominated Sorting Genetic Algorithm

doi:10.15918/j.jbit1004-0579.20050
Funds:the National Natural Science Foundation of China (51965034); Foudamental Research Funds for the Lanzhou City Innovation and Entrepreneurship Projct (2018-RC-25)
More Information
  • Corresponding author:associate professor, Ph.D. E-mail:zhengyuqiaolut@163.com
  • Received Date:2020-05-24
  • Publish Date:2020-09-30
  • A multi-objective optimization process for wind turbine steel towers is described in present work. The objective functions are tower top deformation and mass. The tower's height, radius and thickness are considered as design variables. The mathematical relationships between objective functions and variables were predicted by adopting a response surface methodology (RSM). Furthermore, the multi-objective non-dominated sorting genetic algorithm-II (NSGA-II) is adopted to optimize the tower structure to achieve accurate results with the minimum top deformation and total mass. A case study on a 2MW wind turbine tower optimization is given, which computes the desired tower structure parameters. The results are compared with the original tower: a reduction of tower top deformation reduction by about 16.5% and a reduction of a mass by about 1.5% could be achieved for such an optimization process.
  • loading
  • [1]
    Jha A R. Wind turbine technology[M]. New York: Taylor & Francis Group, 2011:258.
    [2]
    Hu Y, Baniotopoulos C, Yang J. Effect of internal stiffening rings and wall thickness on the structural response of steel wind turbine towers [J]. Engineering Structures, 2014, 81(15): 148−161.
    [3]
    Bukala J, Damaziak K, Karimi H R, et al. Evolutionary computing methodology for small wind turbine supporting structures [J]. The International Journal of Advanced Manufacturing Technology, 2018, 100: 2741−2752.
    [4]
    Gencturk B, Attar A, Tort C. Selection of an optimal lattice wind turbine tower for a seismic region based on the Cost of Energy [J]. Ksce Journal of Civil Engineering, 2015, 19(7): 2179−2190. doi:10.1007/s12205-014-1428-8
    [5]
    Perelmuter A, Yurchenko V. Parametric optimization of steel shell towers of high-power wind turbines [J]. Procedia Engineering, 2013, 57(1): 895−905.
    [6]
    Dai J C, Liu Z Q, Liu X, et al. Structural parameters multi-objective optimisation and dynamic characteristics analysis of large-scale wind turbine towers [J]. Australian Journal of Mechanical Engineering, 2018, 16(1): 43−49.
    [7]
    Gentils T, Wang L, Kolios A. Integrated structural optimisation of offshore wind turbine support structures based on finite element analysis and genetic algorithm [J]. Applied Energy, 2017, 199: 187−204. doi:10.1016/j.apenergy.2017.05.009
    [8]
    Nikos D L, Matthew G K. Life-cycle cost structural design optimization of steel wind towers [J]. Computers and Structures, 2016, 174: 122−132. doi:10.1016/j.compstruc.2015.09.013
    [9]
    Ali K, Sepehr S. Structural optimization of jacket supporting structures for offshore wind turbines using colliding bodies optimization algorithm [J]. The Structural Design of Tall and Special Buildings, 2017.
    [10]
    Schafhirt S, Zwick D, Muskulus M. Two-stage local optimization of lattice type support structures for offshore wind turbines [J]. Ocean Engineering, 2016, 117(1): 163−173.
    [11]
    Ma P, Zhou Y, Shang X, et al. Firing accuracy evaluation of electromagnetic railgun based on multicriteria optimal latin hypercube design [J]. IEEE Transactions on Plasma Science, 2017, 45(7): 1503−1511. doi:10.1109/TPS.2017.2705980
    [12]
    Shivam M, Abhishek S, Anupam K, et al. Response surface methodology-based optimization of air film blade cooled gas turbine cycle for thermal performance prediction[J]. Applied Thermal Engineering, 2019, 164 . DOI: 10.1016/j.applthermaleng.2019.114425.
    [13]
    Ti Z, Zhang M, Wu L, et al. Estimation of the significant wave height in the nearshore using prediction equations based on the response surface method [J]. Ocean Engineering, 2018, 153(1): 143−153.
    [14]
    Sharma A, Singh Y, Singh G K, et al. Production of polanga methyl esters and optimization of diesel engine parameters through response surface methodology approach [J]. Process Safety and Environmental Protection, 2019, 121: 94−102. doi:10.1016/j.psep.2018.10.024
    [15]
    Abbas K, Mohsen J, Mehdi Y T, et al. Optimization of thickness and delamination growth in composite laminates under multi-axial fatigue loading using NSGA-II[J]. Composites Part B: Engineering, 2019, 174. DOI: 10.1016/j.compositesb.2019.106936.
    [16]
    Deb K, Pratap A, Agarwal S, et al. A fast and elitist multi objective genetic algorithm: NSGA-II [J]. IEEE Transactions on Evolutionary Computation, 2002, 6(2): 182−197. doi:10.1109/4235.996017
    [17]
    Alikar N, Mousavi S M, Ghazilla R A R, et al. Application of the NSGA-II algorithm to a multi-period inventory-redundancy allocation problem in a series-parallel system [J]. Reliability Engineering and System Safety, 2017, 16: 1−10.
    [18]
    Júlio X V N, Elci J G J, Sinvaldo R M, et al. Wind turbine blade geometry design based on multi-objective optimization using metaheuristics [J]. Energy, 2018, 162: 645−658. doi:10.1016/j.energy.2018.07.186
    [19]
    International Electrotechnical Commission. IEC 61400-6 ED1.Wind energy generation systems-Part 6: Tower and foundation design requirements[S]. Switzerland: International Electrotechnical Commission, 2017.
    [20]
    Ministry of Housing and Urban-Rural Development of the People’s Republic of China. GB-50135-2006. Code for design high-rising structures[S]. Beijing: China Planning Press, 2006.
    [21]
    China National Standardizing Committee. GB/T 19072-2010. Tower of wind turbine generation system[S].Beijing: China Planning Press, 2010.
  • 加载中

Catalog

    通讯作者:陈斌, bchen63@163.com
    • 1.

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(4)/Tables(4)

    Article Metrics

    Article views (597) PDF downloads(219) Cited by()
    Proportional views
    Related

    /

    Return
    Return
      Baidu
      map