BENDING OF DOUBLE WALL PANELS WITH ONE FREE EDGE

The analytical solution of the differential equation for rectangular orthotropic plates is applied to double wall panels with two opposite sides simply supported, the third edge free and the fourth edge built in or simply supported. The pressure load varies linearly in the direction of the opposite simply supported edges while it is constant in the other direction. The results are presented as design curves in the same form as Schade's diagrams.

  • Supplemental Notes:
    • Ship Technology Res, v 42 n 2, April 1995, p 55 [13 p, 6 ref, 12 fig]
  • Authors:
    • Ninrichsen, B
  • Publication Date: 1995

Language

  • English

Subject/Index Terms

Filing Info

  • Accession Number: 00710984
  • Record Type: Publication
  • Source Agency: British Maritime Technology
  • Files: TRIS
  • Created Date: Aug 14 1995 12:00AM