VIBRATIONS OF INFINITELY LONG CYLINDRICAL SHELLS UNDER INITIAL STRESS
Abstract
The bending theory of shells under the influence of initial stress is applied in this investigation to study the effect of initial uniform circumferential stress, uniform bending moment and uniform radial shear on the dynamic response of an infinitely long (motion is independent of the axial coordinate) elastic circular cylindrical shell. (Author)
Document Details
- Document Type
- Technical Report
- Publication Date
- Oct 01, 1961
- Accession Number
- AD0265846
Entities
People
- A.e. Armenakas
- G. Herrmann
Organizations
- Columbia University