DEFORMATIONS AND STABILITY OF SPHERICAL SHELLS UNDER ACTION OF CONCENTRATED LOADS AND UNIFORM PRESSURE.
Abstract
Deformations and collapses of a series of spherical shells with a wide range of geometrical parameters and edge supports subjected to the action of concentrated loads, uniform loads, and combination of uniform and concentrated loads have been investigated. The pre-buckling and post-buckling histories of the deflections, stress distributions, and critical curves (showing the relationship between critical loadings and geometry parameter) have been determined. (Author)
Document Details
- Document Type
- Technical Report
- Publication Date
- Jun 01, 1962
- Accession Number
- AD0818634
Entities
People
- R. M. Evan-iwanowski
- T. C. Loo
Organizations
- Syracuse University