TECHNICAL NOTES
Aug 1, 1987

Inelastic Buckling of Nonprismatic Columns

Publication: Journal of Engineering Mechanics
Volume 113, Issue 8

Abstract

A solution for the problem of inelastic buckling of nonprismatic columns is presented which extends the well-known approaches for inelastic buckling of prismatic columns and elastic buckling of nonprismatic columns. The analytical results are compared with experiments conducted by the writers and it is concluded that the solutions presented are valid for the column configuration tested, and may have more general applicability.

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References

1.
Dinnik, A. N. (1932). “Design of columns of varying cross section.” Trans. ASME, 54, 165–172 (translated from Russian).
2.
Mendelson, A. (1968). Plasticity: Theory and application. Macmillan, New York, N.Y.
3.
Shanley, F. R. (1957). Strength of materials. McGraw‐Hill, New York, N.Y.
4.
Timoshenko, S. P., and Gere, J. M. (1961). Theory of elastic stability. McGraw‐Hill, New York, N.Y.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 113Issue 8August 1987
Pages: 1233 - 1239

History

Published online: Aug 1, 1987
Published in print: Aug 1987

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Authors

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Meshulam Groper
Assoc. Prof. of Mech. Engrg. and Dir., Appl. Mech. Inst., Dept. of Mech. Engrg., Western Michigan Univ., Kalamazoo, MI 49008
M. Jerry Kenig
Prof. and Chmn., Dept. of Mech. Engrg., Western Michigan Univ., Kalamazoo, MI 49008

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