NEW APPROACH TO THE ANALYSIS OF SHELLS, PLATES AND MEMBRANES WITH FINITE DEFLECTIONS

This paper presents a new perturbation method of analysis applicable to a class of geometrically non-linear problems of shells, plates, and membranes with translationally restrained edges. The perturbation parameter is a linear function of Poisson's ratio. The convergence of successive perturbations (i.e., approximations) is independent of the magnitudes of deflections. Several solutions and results are obtained for the purposes of illustration and discussion. Whenever possible, calculated values are compared with results obtained by other means.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/00207462
• Corporate Authors:

  Pergamon Press, Incorporated

  Maxwell House, Fairview Park
  Elmsford, NY  United States  10523
• Authors:
  • SCHMIDT, R
  • DaDeppo, D A
• Publication Date: 1974-10

Media Info

• Features: References;
• Pagination: p. 409-419
• Serial:
  • International Journal of Non-Linear Mechanics
  • Volume: 9
  • Issue Number: 5
  • Publisher: Elsevier
  • ISSN: 0020-7462

Subject/Index Terms

• TRT Terms: Deflection; Deformation; Shells (Structural forms); Stresses; Structural plates
• Old TRIS Terms: Membrane deformation; Plate deflections; Shell deformation; Shell stresses
• Subject Areas: Marine Transportation; Materials;

Filing Info

• Accession Number: 00098253
• Record Type: Publication
• Source Agency: Engineering Index
• Files: TRIS
• Created Date: Aug 13 1975 12:00AM