ELASTIC-PLASTIC, WORKHARDENING ARCHES.
Abstract
A set of integral equations is obtained for the stress-rates that correspond to a given rate of loading from a given elasto-plastic state in an elastic-plastic, workhardening sandwich arch. Methods of solving these integral equations are considered. It is found that the integral-equation approach permits solutions which are as accurate as desired even when the loading program involves extensive partial unloadings. (Author)
Document Details
- Document Type
- Technical Report
- Publication Date
- Jul 01, 1968
- Accession Number
- AD0672032
Entities
People
- Jenn-ming Chern
- S. Nemat-nasser
Organizations
- University of California, San Diego