Accession Number:

AD0756186

Title:

Inelastic Buckling of Eccentrically Loaded Columns.

Descriptive Note:

Technical rept.,

Corporate Author:

NOTRE DAME UNIV IND COLL OF ENGINEERING

Personal Author(s):

• Huang,N. C.

Report Date:

1973-01-01

Pagination or Media Count:

37.0

Abstract:

The inelastic buckling of eccentrically loaded simply supported columns of rectangular and circular cross sections is analyzed. The material of the column is assumed to satisfy Ramberg-Osgoods stress-strain relation. The load-carrying-capacity of the column is calculated by an iterative procedure for wide ranges of the geometry of the column and the eccentricity of the applied load. Author

Descriptors:

• *STRUCTURAL COMPONENTS
• *BUCKLING
• LOADS(FORCES)
• STRUCTURAL PROPERTIES

Subject Categories:

• Structural Engineering and Building Technology
• Mechanics

Distribution Statement:

APPROVED FOR PUBLIC RELEASE