• Title of article

    Failure analysis of transmission towers

  • Author/Authors

    Albermani، نويسنده , , F. and Kitipornchai، نويسنده , , S. and Chan، نويسنده , , R.W.K.، نويسنده ,

  • Issue Information
    روزنامه با شماره پیاپی سال 2009
  • Pages
    7
  • From page
    1922
  • To page
    1928
  • Abstract
    This paper advocates the use of nonlinear methodology for structural failure analysis. This approach is used for structural failure prediction rather than forensic analysis. Failure prediction has been confirmed by the expensive full-scale testing of a new transmission tower design that collapsed during the test. Using this approach, tower designs can be easily modified and upgraded, which results in substantial savings in time and resources.
  • Keywords
    Buckling , Finite element analysis , structural failure
  • Journal title
    Engineering Failure Analysis
  • Serial Year
    2009
  • Journal title
    Engineering Failure Analysis
  • Record number

    2338615