TECHNICAL NOTES
Sep 1, 1999

Examples of Stress Hardening and Softening in Three-Dimensional Beams

Publication: Journal of Structural Engineering
Volume 125, Issue 9

Abstract

This note describes some interactions that can occur between stress resultants in elastic, three-dimensional structures when geometric (beam-column) nonlinearities are considered. These effects generalize the well-known two-dimensional effect of the axial load upon bending stiffness when beam-column theory is employed. Material nonlinearities are not considered.

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References

1.
Argyris, J. H., Dunne, P. C., Malejannakis, G., and Sharpf, D. W. (1978). “On large displacement—small strain analysis of structures with rotational degrees of freedom.” Comp. Methods in Appl. Mech. and Engrg., 15, 99–135.
2.
Chen, W.-F., and Atsuta, T. (1976). Theory of beam-columns. Volume 2: Space behavior and design. McGraw-Hill, New York.
3.
Gere, J. M. (1963). Moment distribution. Van Nostrand, New York.
4.
Levy, R., and Spillers, W. R. (1996). Analysis of geometrically nonlinear structures. Chapman Hall, New York.
5.
Spillers, W. R. (1972). Automated structural analysis: an introduction. Pergamon Press, New York.
6.
Spillers, W. R. (1990). “A note on some qualitative results for beams and rods.” Quarterly of Appl. Math., 47(3), 575–580.
7.
Spillers, W. R., and Rashidi, S. (1997). “Member stiffness for three-dimensional beam columns.”J. Struct. Engrg., ASCE, 123(7), 971–973.

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Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 125Issue 9September 1999
Pages: 1073 - 1075

History

Received: Jul 28, 1998
Published online: Sep 1, 1999
Published in print: Sep 1999

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Affiliations

Grad. Res. Asst., Dept. of Civ. and Envir. Engrg., New Jersey Inst. of Technol., Campbell Hall, Newark, NJ 07102.
Assoc. Prof., Dept. of Civ. and Envir. Engrg., New Jersey Inst. of Technol., Colton Hall, Newark, NJ.
Prof., Dept. of Civ. and Envir. Engrg., New Jersey Inst. of Technol., Colton Hall, Newark, NJ.

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