A DISPLACEMENT BOUND PRINCIPLE FOR ELASTIC CONTINUA SUBJECTED TO CERTAIN CLASES OF DYNAMIC LOADING,
Abstract
The paper presents a general inequality relating statically admissible stress fields and kinematically admissible strain and displacement fields in an elastic continuum. The relationn between the inequality and some establashed nergy theorems is discussed, and the inequality is used to compute displacement bounnds for elastic concinua subjected to certaan types of impulsive loading. (Author)
Document Details
- Document Type
- Technical Report
- Publication Date
- Aug 01, 1963
- Accession Number
- AD0421004
Entities
People
- J. B. Martin
Organizations
- Brown University