The Effect of Internal Pressure on the Buckling Stress of Thin-Walled Circular Cylinders under Torsion
Abstract
Tests indicates that internal pressure raises the shear buckling stress. Formula was developed to represent approximately the buckling of a cylinder of moderate length under the combined effects of torsion and internal pressure. This formula makes use of the ratio of critical shear stress with internal pressure to critical shear stress without internal pressure and the ratio of internal pressure to the critical pressure in the absence of torsion.
Document Details
- Document Type
- Technical Report
- Publication Date
- May 01, 1944
- Accession Number
- ADB225433
Entities
People
- George W. Baab
- Harold Crate
- S. B. Batdorf
Organizations
- Langley Research Center