• DocumentCode
    690636
  • Title

    A study on swing and buckling of Y-type insulator strings under strong wind action for ±800kV UHDV transmission lines

  • Author

    Bin Liu ; Caolan Liu ; Kuanjun Zhu ; Shengchun Liu

  • Author_Institution
    China Electr. Power Res. Inst., Beijing, China
  • fYear
    2013
  • fDate
    8-11 Dec. 2013
  • Firstpage
    1
  • Lastpage
    4
  • Abstract
    Y-type insulator string is a new suspension insulator structure used in high voltage transmission lines. But the study on kinetic characteristics of the Y-type string under the strong wind action is scarce and non-systematic. The purpose of the present paper is to study the optimal structure of the Y-type insulator string structure by analyzing the swing and buckling characteristics under strong wind action for ±800kV UHDV transmission lines. Two parameters, deviation displacement and buckling ratio, are proposed to characterize the influence of the fluctuating wind load. The advantages of the Y-type string are discussed compared with the V-type string. The influence on the cross arm length of the tower is discussed by the contrast on different angles of the V limb. The tower head size can be further optimized by analyzing the kinetic characteristics of Y-type strings under the strong wind action.
  • Keywords
    HVDC power transmission; finite element analysis; insulators; poles and towers; power overhead lines; UHDV transmission lines; V-type string; Y-type insulator strings; buckling ratio; high voltage transmission lines; suspension insulator structure; tower head size; ultra-high voltage DC transmission lines; voltage -800 kV to 800 kV; wind load; Finite element analysis; Insulators; Load modeling; Poles and towers; Power transmission lines; Suspensions; Wind speed; Buckling; Finite element method; Fluctuating wind load; Y-type insulator string;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Power and Energy Engineering Conference (APPEEC), 2013 IEEE PES Asia-Pacific
  • Conference_Location
    Kowloon
  • Type

    conf

  • DOI
    10.1109/APPEEC.2013.6837138
  • Filename
    6837138