Strength of Materials

, Volume 20, Issue 9, pp 1218–1226 | Cite as

Basic principles for constructing computational diagrams for structural elements with discontinuities from nondestructive-monitoring data. Report 1. Subsurface discontinuities

  • A. V. Ovchinnikov
  • A. A. Popov
  • G. S. Vasil'chenko
Scientific-Technical Section
  • 15 Downloads

Keywords

Basic Principle Computational Diagram Subsurface Discontinuity 

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Literature cited

  1. 1.
    ASME. Boiler and Pressure Vessel Code: Section 11, New York (1986).Google Scholar
  2. 2.
    G. C. Sih, Handbook of Stress-Intensity Factors, Institute of Fracture and Solid Mechanics, Lehigh University (1973).Google Scholar
  3. 3.
    MR 108.7-86. Power Equipment. Strength Computations and Testing. Computation of Stress Intensity Factors [in Russian], Introduced July 3, 1986.Google Scholar
  4. 4.
    A. V. Ovchinnikov, “Approximate equation for determination of stress intensity factors KI for solids with subsurface cracks,” Probl. Prochn., No. 11, 41–44 (1986).Google Scholar
  5. 5.
    H. Nisitani and Y. Muracami, “Stress intensity factors of an elliptical crack or a semi-elliptical crack subject to tension,” Int. J. Fract.,10, No. 3, 353–368 (1974).Google Scholar

Copyright information

© Plenum Publishing Corporation 1989

Authors and Affiliations

  • A. V. Ovchinnikov
    • 1
  • A. A. Popov
    • 1
  • G. S. Vasil'chenko
    • 1
  1. 1.Scientific-Production Society Central Scientific-Research Institute of Technology and Machine BuildingMoscow

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