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LARGE DEFLECTIONS OF CURVED PLATES

The solution of two coupled partial differential equations, representing the behavior of an orthotropic or isotropic curved plate, is obtained by applying the finite difference technique. Fixed, free and elastic angular boundary conditions are considered with the radial edges being simply supported. Experimental tests were conducted on stiffened and unstiffened plates. The resulting experimental plate deflections and strains are compared to the analytical data, giving good correlation

  • Corporate Authors:

    American Society of Civil Engineers

    345 East 47th Street
    New York, NY  United States  10017-2398
  • Authors:
    • Lee, HWL
    • Heins Jr, C P
  • Publication Date: 1971-4

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00025613
  • Record Type: Publication
  • Source Agency: Engineering Index
  • Report/Paper Numbers: Paper 8045
  • Files: TRIS
  • Created Date: Feb 11 1972 12:00AM