Lateral Stability of Beams with Initial Imperfections
Publication: Journal of Engineering Mechanics
Volume 109, Issue 3
Abstract
The design of large flat‐roof systems necessitates a means of analyzing the required strength of bracing members. If the braced beam is initially perfectly straight, it will remain straight until it buckles; the prebuckling stresses in the braces are theoretically zero. If the braced beam has initial imperfections, they will grow under load and so will the stresses in the braces. Thus, there is need to analyze the buckling of beams with initial imperfections. This was done in the context of linear small‐deflection theory; the results are simple and suitable for use in design where loads are well below buckling and initial deformations are small. This paper presents a variational derivation of a set of linear differential equations and boundary conditions and applies them to the calculation of forces in midspan diagonal bracing members on a simply supported beam under constant bending. A sample calculation for a typical wood roof application shows the forces in the bracing to be quite small. Only rectangular beams are treated in detail, but the extension to singly symmetric I‐beams is sketched.
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References
1.
Bleich, F., Buckling Strength of Metal Structures, McGraw‐Hill Book Co., Inc., New York, N.Y., 1952.
2.
Flint, A. R., “The Stability and Strength of Slender Beams,” Engineering, Vol. 170, 1950, England, pp. 545–549.
3.
Flint, A. R., “The Influence of Restraints on the Stability of Beams,” The Structural Engineer, Vol. 29, No. 9, Sept., 1951, England, pp. 235–246.
4.
Fung, Y. C., Foundations of Solid Mechanics, Prentice Hall, Inc., Englewood Cliffs, N.J., 1965, pp. 463–465.
5.
Gjelsvik, A., The Theory of Thin Walled Bars, John Wiley and Sons, Inc., New York, N.Y., 1981, p. 198.
6.
Massey, C., “Elastic and Inelastic Lateral Instability of I‐Beams,” The Engineer, Vol. 216, No. 5622, Oct., 1963, England, pp. 672–674.
7.
Meck, H. R., “Experimental Evaluation of Lateral Buckling Loads,” Journal of the Engineering Mechanics Division, ASCE, Vol. 103, No. EM2, Apr., 1977, pp. 331–337.
8.
Schmidt, L. C., “Restraints Against Elastic Lateral Buckling,” Journal of the Engineering Mechanics Division, ASCE, Vol. 91, No. EM6, Dec., 1965, pp. 1–10.
9.
Timoshenko, S., Theory of Elastic Stability, McGraw‐Hill Book Co., Inc., New York, N.Y., 1936, p. 257.
10.
Trahair, N. S., “Deformation of Geometrically Imperfect Beams,” Journal of the Structural Division, ASCE, Vol. 95, No. ST7, July, 1969, pp. 1475–1496.
11.
Zahn, J. J., “Lateral Stability of Wood Beam‐and‐Deck Systems,” Journal of the Structural Division, ASCE, Vol. 99, No. ST7, July, 1973, pp. 1391–1408.
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Copyright © 1983 ASCE.
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Published online: Aug 1, 1983
Published in print: Aug 1983
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