A NOTE IN IMPERFECTION SENSITIVITY OF THIN PLATES ON A NON-LINEAR ELASTIC FOUNDATION

The considerations which follow are intended as a contribution to the asymptotic theory of the effects of imperfections on the initial post-buckling behavior of non-linear elastic structures, in the sense of KOITER. The report deals with a uniform infinite isotropic elastic plate, on a non-linear elastic foundation, and in a state of uniform two-dimensional hydrostatic compression prior to the onset of buckling.

  • Supplemental Notes:
    • Also available in IUTAM Symposium of Instability of Continuous Systems, held in Herrenalb (Germany) in 1969, pp 15-18.
  • Corporate Authors:

    University of California, La Jolla

    La Jolla, CA  USA  92037
  • Authors:
    • Reissner, E
  • Publication Date: 1971

Media Info

  • Pagination: 5 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00040882
  • Record Type: Publication
  • Source Agency: National Technical Information Service
  • Files: TRIS
  • Created Date: Feb 14 1973 12:00AM