EXTENDED DISPLACEMENT BOUND THEOREMS FOR WORK HARDENING CONTINUA SUBJECTED TO IMPULSIVE LOADING.
Abstract
Earlier work presenting a technique for bounding displacements following impulsive loading in inelastic continua is extended to give more powerful results for stable work hardening materials. The extension is achieved by adding a self-evident statement regarding the material behavior to Drucker's postulate of stability for time independent, path dependent solids. (Author)
Document Details
- Document Type
- Technical Report
- Publication Date
- Oct 01, 1964
- Accession Number
- AD0609760
Entities
People
- J. B. Martin
Organizations
- Brown University