BUCKLING MODELS OF THIN CIRCULAR PIPES ENCASED IN RIGID CAVITY

Theoretical models for the structural design of cured-in-place plastic liners used in the rehabilitation process of deteriorated pipelines are reviewed. An introduction of the buckling theory of a free-standing circular ring, a model that has been used widely for the design of liners, is presented. Approaches for analyzing the buckling behavior of a thin circular ring encased in a rigid host pipe are discussed. A comparison between different models and experimental results is presented. The paper concludes that the model proposed by Block for predicting the buckling pressure of a thin circular ring encased in a rigid cavity compares most favorably with the experimental results.

  • Availability:
  • Supplemental Notes:
    • Page Range: pp 1294-1301
  • Corporate Authors:

    American Society of Civil Engineers

    345 East 47th Street
    New York, NY  United States  10017-2398
  • Authors:
    • Omara, A M
    • Guice, L K
    • Straughan, W T
    • Akl, F A
  • Publication Date: 1997-12

Language

  • English

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00744154
  • Record Type: Publication
  • Contract Numbers: BCS-9309149, RIG 94/95.EG02, 9531299
  • Files: TRIS
  • Created Date: Dec 28 1997 12:00AM