Accession Number:

AD0272643

Title:

ON THE BUCKLING OF CIRCULAR CYLINDRICAL SHELLS UNDER PURE BENDING

Descriptive Note:

Corporate Author:

TRW SPACE TECHNOLOGY LABS LOS ANGELES CALIF

Personal Author(s):

• SEIDE,PAUL
• WEINGARTEN,VICTOR I.

Report Date:

1959-06-09

Pagination or Media Count:

1.0

Abstract:

The stability of circular cylindrical shells under pure bending is investigated by means of Batdorfs modified Donnells 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

Descriptors:

• *BUCKLING
• *CYLINDRICAL BODIES
• *STRESSES
• *SHELLS(STRUCTURAL FORMS)
• COMPRESSIVE PROPERTIES
• DEFLECTION
• DEFORMATION
• LOAD DISTRIBUTION
• MATHEMATICAL ANALYSIS
• MECHANICAL PROPERTIES
• SHEAR STRESSES
• STABILITY
• TABLES(DATA)

Subject Categories:

Distribution Statement:

APPROVED FOR PUBLIC RELEASE