STRESSES IN SHALLOW GLASS DOMES WITH CONSTRAINED EDGES.
Abstract
Stress-strain relations developed for rotationally symmetric bending and stretching of shallow segments of thin spherical shells are extended to evaluate the response of a glass dome with edge constraint to a uniformly applied load over a small circular area at the apex. Theoretically derived stress-strain curves for the constrained-edge case are compared with similar curves with experimental results from several static tests. Also the effects of degree of edge constraint and locad concentration are demonstrated and discussed. (Author)
Document Details
- Document Type
- Technical Report
- Publication Date
- Jun 28, 1966
- Accession Number
- AD0638138
Entities
People
- James F. Proctor
Organizations
- Naval Ordnance Laboratory