• Title of article

    An improved formulation for the assessment of the capacity load of circular rings and cylindrical shells under external pressure. Part 1. Analytical derivation

  • Author/Authors

    Fraldi، نويسنده , , M. and Guarracino، نويسنده , , F.، نويسنده ,

  • Issue Information
    روزنامه با شماره پیاپی سال 2011
  • Pages
    8
  • From page
    1054
  • To page
    1061
  • Abstract
    In this two-part set of articles the capacity load of circular rings under external pressure is investigated assuming as a starting point the classic Levy–Timoshenko approach, which is still at the bases of most design codes for cylindrical shells. This first paper presents a perfected analytical formulation of the problem, which accurately accounts for the onset of plasticity and incorporates the effect of various geometrical imperfections. A rigorous non-linear formulation is first derived and, subsequently, an algebraic expression which avoids the recourse to numerical solution strategies is established.
  • Keywords
    Rings , Cylindrical shells , Plastic buckling , Collapse pressure
  • Journal title
    Thin-Walled Structures
  • Serial Year
    2011
  • Journal title
    Thin-Walled Structures
  • Record number

    1493302