BUCKLING OF CIRCULAR RINGS AND CYLINDRICAL TUBES UNDER EXTERNAL PRESSURE

Having discussed the basic principles of the two different schools of thought on buckling theory (rotary symmetric theories and non-symmetric theories), the author proposes some asymmetric buckling formulae giving design examples of the steel-lined pressure shafts for the Matucana power plant in Peru and the Hornberg project in Switzerland. The last part of the article gives formulae for ring-stiffened pipes. /TRRL/

  • Corporate Authors:

    IPC Electrical Electronic Press Limited

    Dorset House Stamford Street
    London SE1 9LU,   England 
  • Authors:
    • Jacobson, S
  • Publication Date: 1974-12

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 400-407
  • Serial:
    • Water Power
    • Volume: 26
    • Publisher: IPC Electrical Electronic Press Limited

Subject/Index Terms

Filing Info

  • Accession Number: 00129600
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Files: ITRD, TRIS
  • Created Date: Apr 7 1976 12:00AM