ON THE BUCKLING OF CIRCULAR CYLINDRICAL SHELLS UNDER PURE BENDING
Abstract
The stability of circular cylindrical shells under pure bending is investigated by means of Batdorf's modified Donnell's equation and the Galerkin method. The results have shown that contrary to the commonly accepted value, the maximum critical bending stress is for all practical purposes equal to the critical compressive stress. (Author)
Document Details
- Document Type
- Technical Report
- Publication Date
- Jun 09, 1959
- Accession Number
- AD0272643
Entities
People
- Paul Seide
- Victor I. Weingarten
Organizations
- TRW Inc.