THEORETICAL STUDY OF THE DYNAMIC PLASTIC BEHAVIOR OF BEAMS AND PLATES WITH FINITE-DEFLECTIONS

An approximate theoretical procedure is developed to estimate the permanent transverse deflections of beams and arbitrarily shaped plates which are subjected to large dynamic loads. The influence of finite-deflections or geometry changes is retained in the analysis but elastic effects are disregarded. The particular case of a fully clamped rectangular plate acted on by a uniformly distributed dynamic pressure pulse is studied in some detail. Reasonable agreement between the theoretical predictions and the experimental results was obtained for beams and rectangular plates.

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  • Corporate Authors:

    Pergamon Press, Incorporated

    Maxwell House, Fairview Park
    Elmsford, NY  USA  10523
  • Authors:
    • JONES, N
  • Publication Date: 1971-8

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Filing Info

  • Accession Number: 00034807
  • Record Type: Publication
  • Source Agency: Engineering Index
  • Files: TRIS
  • Created Date: Sep 29 1972 12:00AM