Creep Buckling and Rupture of Columns with Arbitrary Symmetric Cross Section

Author

Victor Birman, Missouri University of Science and TechnologyFollow
Mark G. Magid

Abstract

A practical method of analysis of simply supported columns subjected to a steady-state creep is developed. The method can be applied to the columns of an arbitrary symmetric cross section manufactured from materials that follow Norton's law. Two modes of failure are considered, i.e. creep buckling and the failure associated with allowable stresses. Numerical examples presented for actual materials illustrate the effects of various parameters on the creep buckling. © 1995.

Recommended Citation

V. Birman and M. G. Magid, "Creep Buckling and Rupture of Columns with Arbitrary Symmetric Cross Section," International Journal of Mechanical Sciences, Elsevier, Jan 1995.

The definitive version is available at https://doi.org/10.1016/0020-7403(94)00102-P

Department(s)

Mechanical and Aerospace Engineering

International Standard Serial Number (ISSN)

0020-7403

Document Type

Article - Journal

Document Version

Citation

File Type

text

Language(s)

English

Rights

© 1995 Elsevier, All rights reserved.

Publication Date

01 Jan 1995