INTERACTION CURVES FOR CIRCULAR CYLINDRICAL SHELLS ACCORDING TO THE MISES OR TRESCA YIELD CRITERION
Abstract
A circular cylindrical shell clamped at both ends, supporting an internal pressure P and an axial load T is treated. The relation between P and T at which the rigid/perfectly plastic shell can undergo a small, quasi-static deformation while remaining in equilibrium is investigated. The treatment used may be extended to shells with different end conditions. The basic theory as well as the yield surfaces, exact and approximate are discussed. Some complete and partial solutions are given for two linear yield conditions. Ways to obtain good bounds on the solutions for shells whose material obeys the Tresca and Mises yield conditions respectively are given. (Author)
Document Details
- Document Type
- Technical Report
- Publication Date
- Feb 01, 1961
- Accession Number
- AD0256272
Entities
People
- Joseph Panarelli
- Philip G. Jr. Hodge
Organizations
- Illinois Institute of Technology