TECHNICAL PAPERS
Jul 1, 1989

Load‐Shortening Relationships for Bars

Publication: Journal of Structural Engineering
Volume 115, Issue 7

Abstract

The stability functions of beam‐columns are investigated. The P(u) function (P=normal force, u=deformation in the direction of bar axis) is determined for three basic cases (beam‐column built‐in at both ends, beam‐column built‐in at one end and hinged at the other, and bar hinged at both ends) including the effect of a transversal, uniformly distributed load acting on the bar. These functions are used in the stiffness‐matrix of the bar. Numerical problems are discussed.

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References

1.
Goto, Y., and Chen, W. F. (1987). “Second order analysis for frame design.” J. Struct. Engrg., ASCE, 113(7).
2.
Kassimali, A. (1983). “Large deformation analysis of elastic‐plastic frames.” J. Struct. Engrg., ASCE, 109(8), 1869–1886.
3.
Petersen, C. (1982). Statik und stabilität der baukonstmktionen braunschweig. Vieweg, Wiesbaden, West Germany (in German).
4.
Saafan, S. A. (1963). “Nonlinear behavior of structural plane frames.” J. Struct. Div., ASCE, 89(8), 557–578.
5.
Timoshenko, S. P., and Gere, J. M. (1961). Theory of elastic stability. McGraw‐Hill Book Co., Inc., New York, N.Y.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 115Issue 7July 1989
Pages: 1711 - 1725

History

Published online: Jul 1, 1989
Published in print: Jul 1989

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Authors

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L. Bognár
Inst. of Design Development and System‐Design, Budapest, Hungary
B. G. Strauber
Eötvös Lorant Univ. of Sci., Budapest, Hungary

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