PLASTIC ANALYSIS OF RIB-REINFORCED CYLINDRICAL SHELLS,
Abstract
Using the strain mapping method for the Tresca yield condition, the yield surface is derived for a cylindrical shell with a wall reinforced by longitudinal ribs on one side. Results are given for the case where the axial load is zero. As a sample problem utilizing this surface and an appropriate method of solution of non-linear equations, the exact plastic solution of a cantilever shell under constant pressure is obtained. (Author)
Document Details
- Document Type
- Technical Report
- Publication Date
- Jul 01, 1965
- Accession Number
- AD0622508
Entities
People
- Andre Biron
- Antoni Sawczuk
Organizations
- Illinois Institute of Technology