An approximate finite element method is developed for analysing the distortional buckling of doubly symmetric I-Section beam-columns. The method allows an analysis to be made of elastic uniform members under various conditions of loading, end support and restraint. A computer program based on this finite element method is described, and the convergence and accuracy of the buckling solutions are demonstrated. The method is then used to investigate the significance of different end conditions on the elastic buckling of I-Beams under uniform moment (A). (TRRL)

  • Corporate Authors:

    University of Sydney

    School of Civil Engineering, Parramatta Road
    Sydney, New South Wales  Australia  2006
  • Authors:
    • Bradford, M A
    • Trahair, N S
  • Publication Date: 1979-10

Media Info

  • Features: Figures; References;
  • Pagination: 36 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00324977
  • Record Type: Publication
  • Source Agency: ARRB Group Ltd.
  • Report/Paper Numbers: Res Rpt No R353 Monograph
  • Files: ITRD, TRIS, ATRI
  • Created Date: May 21 1981 12:00AM