ULTIMATE STRENGTH OF STIFFENED PLATES WITH THEIR STIFFENERS LOCALLY BUCKLED IN COMPRESSION

Although many experimental and theoretical investigations of the strength of stiffened plates in compression have been carried out, there are few that address the rational correlation between panel and stiffener associated with their local buckling and collapse. The main purpose of this paper is to present a method of analysis that may be effective not only in the estimation of ultimate strength but also in mode shape analysis, taking account of the interaction between panel and stiffener. The proposed procedure is composed of two parts: the analysis of large elastic deformation and rigid- plastic analysis. Results obtained compare well with experimental results and with finite element method calculations.

  • Availability:
  • Supplemental Notes:
    • Journal article
  • Authors:
    • Tanaka, Y
    • Endo, H
  • Publication Date: 1988-12

Language

  • Japanese

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00657082
  • Record Type: Publication
  • Source Agency: Maritime Technical Information Facility
  • Files: TRIS
  • Created Date: Jul 21 1994 12:00AM