NACA-TM-0999

Stress analysis of circular frames

Note:

This document has not been validated by ESDU. It is provided to our users as a useful reference source.

Abstract:

The stresses in circular frames of constant bending stiffnesses, as encountered in thin-wall shells, are investigated from the point of view of finite depth of sectional area of frame. The solution is carried out for four fundamental load conditions. The method is illustrated on a worked out example.

Author(s):
H. Fahlbusch; W. Wegner

Indexed under:

  • None

Details:

NACA-TM-0999
Format:
  • PDF (from scanned original)
Status:
  • Original, issued 01 Jan 1941
Previous Releases:
  • None available