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.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/00207683
• Corporate Authors:

  Pergamon Press, Incorporated

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

Media Info

• Features: References;
• Pagination: p. 1007-29
• Serial:
  • INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES
  • Volume: 7
  • Issue Number: 8
  • Publisher: Elsevier
  • ISSN: 0020-7683

Subject/Index Terms

• TRT Terms: Beams; Deflection; Plastic deformation; Plate bearing test; Plates (Engineering)
• Old TRIS Terms: Beams (Structural); Plate deflections
• Subject Areas: Marine Transportation; Materials;

Filing Info

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