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Soviet Applied Mechanics

, Volume 12, Issue 7, pp 719–721 | Cite as

Design formulas for flexible plates not clamped at the contour

  • B. L. Kraiterman
  • I. I. Maksimova
Brief Communications

Conclusions

  1. 1.

    The method of subregions. first used for the design of circular flexible plates free at the contour, yields results sufficiently accurate for practical purposes.

     
  2. 2.

    Formula (6) is recommended for use instead of the formulas given in design handbooks.

     
  3. 3.

    Stresses must be calculated not only at section ξ=0, and ξ=1, but also at section ξ=ξ0 where the positive flexural stress is maximal. For this one may use the coefficients γ found on the graph in Fig. 1.

     

Keywords

Practical Purpose Design Formula Flexural Stress Flexible Plate Design Handbook 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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Literature Cited

  1. 1.
    B. M. Broude, “Nonlinear problems in the theory of plates and their role in structural design,” in: Summer-Session Study Course on Physical and Geometrical Problems in the Theory of Plates and Shells [in Russian]. Izd. Akad. Nauk ÉstSSR. Tartu (1966), pp. 42–46.Google Scholar
  2. 2.
    L. Collatz, Numerical Treatment of Differential Equations, 3rd ed., Springer-Verlag (1966).Google Scholar
  3. 3.
    M. S. Kornishin, Nonlinear Problems in the Theory of Plates and Shallow Shells and Methods of Their Solution [in Russian], Izd. Nauka, Moscow (1964).Google Scholar
  4. 4.
    I. A. Birger and Ya. G. Panovko (editors), Strength-Stability-Vibrations [in Russian], Vol. 1, Izd. Mashinostroenie, Moscow (1968).Google Scholar

Copyright information

© Plenum Publishing Corporation 1977

Authors and Affiliations

  • B. L. Kraiterman
  • I. I. Maksimova

There are no affiliations available

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