• DocumentCode
    588929
  • Title

    Research on 2MW Wind Turbine in the Three Conditions of Modal Analysis Based on ANSYS

  • Author

    Zhang Penglin ; Cao Li

  • Author_Institution
    Key Lab. of Nonferrous Alloys & Process., Lanzhou Univ. of Technol., Lanzhou, China
  • Volume
    2
  • fYear
    2012
  • fDate
    28-29 Oct. 2012
  • Firstpage
    386
  • Lastpage
    388
  • Abstract
    In order to prevent a phenomenon of the working wind tower turbine´s dumping and fracture, we had done the modal analysis for wind power tower in this paper. by introducing FEA(Finite Element Analysis) methods, the finite element model, simulating actual working conditions on the computer, can rationally solve the phenomenon above. and then, we had made modal research for wind tower turbine on three working conditions(V=10.6m/s, 25m/s, 75m/s). Empirical results show that wind power tower turbine can run safely on three working conditions and meet the strength and stiffness requirements of design at the same time. Through modal analysis for the 2MW 69m wind tower turbine, the modal results show that the lower modes´ frequency are dominant while the contribution of higher modes´ frequency of response is very small. In short, the 2MW 69m wind tower turbine met the designing and running requirements in this paper.
  • Keywords
    CAD; damping; design engineering; finite element analysis; fracture; mechanical engineering computing; mechanical strength; modal analysis; wind turbines; ANSYS software; FEA method; design requirement; dumping; finite element analysis; fracture; modal analysis; power 2 MW; response frequency; stiffness requirement; strength requirement; wind power tower turbine; Blades; Employee welfare; Finite element methods; Modal analysis; Poles and towers; Stress; Wind turbines; Displacement; Equivalent stress; FEA; Tower model; Wind turbine towers;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Computational Intelligence and Design (ISCID), 2012 Fifth International Symposium on
  • Conference_Location
    Hangzhou
  • Print_ISBN
    978-1-4673-2646-9
  • Type

    conf

  • DOI
    10.1109/ISCID.2012.247
  • Filename
    6406020