BUCKLING OF COMPOSITE CYLINDRICAL SHELLS UNDER PURE BENDING.
Abstract
An analysis is presented for solving the buckling problems of laminated long cylindrical shells under pure bending. An effective iteration scheme has been employed so that numerical computations to yield the critical bond parameters can be easily performed. (Author)
Document Details
- Document Type
- Technical Report
- Publication Date
- Jan 01, 1968
- Accession Number
- AD0671607
Entities
People
- A. C. Ugural
- Sheng Cheng
Organizations
- University of Wisconsin–Madison