THE EFFECT OF AXIAL CONSTRAINT ON THE INSTABILITY OF THIN CONICAL SHELLS UNDER EXTERNAL PRESSURE,
Abstract
The effect of axial elastic restraint in the direction of the generators on the instability of a thin circular conical shell under hydrostatic pressure, or under uniform lateral pressure, is analysed by a Rayleigh Ritz approach. For the case of hydrostatic pressure, the effect is calculated for wide range of parameters and design curves are presented for the percentage increase in critical pressure. (Author)
Document Details
- Document Type
- Technical Report
- Publication Date
- Dec 01, 1960
- Accession Number
- AD0258356
Entities
People
- Josef Singer
Organizations
- Technion – Israel Institute of Technology