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

Language

• English

Media Info

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

Subject/Index Terms

• TRT Terms: Buckling; Calculation; Electric power plants; Loads; Machine shafts; Mathematical models; Pipe; Pressure; Steel; Stiffness; Stresses; Symmetry; Theory
• Geographic Terms: Peru; South America; Switzerland
• ITRD Terms: 5522: Buckling; 6464: Calculation; 5567: Load; 6473: Mathematical model; 8087: Peru; 3361: Pipe; 5412: Pressure; 8104: South America; 4542: Steel; 5931: Stiffness; 5575: Stress (in material); 8110: Switzerland; 6425: Symmetry
• Subject Areas: Geotechnology; Highways;

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