TECHNICAL PAPERS
Oct 1, 1984

Dynamic Stability of Laterally Loaded Buckled Beams

Publication: Journal of Engineering Mechanics
Volume 110, Issue 10

Abstract

The critical uniform lateral pressure of a simply supported beam initially compressed into a buckled state is derived for the cases of static loading, step‐loading, and impulse loading. The results are calculated for different values of buckle amplitudes and are found to be at most about 75% of the corresponding values for shallow sinusoidal arches having the same amplitude. The method of analysis of the stability of the beam under dynamic loading is similar to that of Hoff and Bruce who used an energy criterion to determine the critical pressures of laterally loaded shallow arches.

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References

1.
Bisplinghiff, R. L., and Pian, T. H. H., “On the Vibration of Thermally Buckled Bars and Plates,” Proceedings IX International Congress Applied Mechanics, Vol. 7, 1957, pp. 307–318.
2.
Burgreen, D., “Free Vibrations of a Pin‐Ended Column with Constant Distance Between Ends,” Journal of Applied Mechanics, Vol. 18, No. 1, Mar., 1951, pp. 135–139.
3.
Eisley, J. G., “Nonlinear Vibrations of Beams and Rectangular Plates,” Z. Angew. Math. Phys., Vol. 15, 1964, pp. 167–174.
4.
Eisley, J. G., “Large Amplitude Vibration of Buckled Beams and Rectangular Plates,” American Institute of Aeronautics and Astronautics Journal, Vol. 2, No. 12, Dec., 1964, pp. 2207–2209.
5.
Hoff, N. J., and Bruce, V. G., “Dynamic Analysis of the Buckling of Laterally Loaded Flat Arches,” Journal of Math. Phys., Vol. 32, 1954, pp. 276–288.
6.
Huddleston, J. B., “Behavior of Steep Prestressed Arch Made From a Buckled Strut,” Journal of Applied Mechanics, Vol. 37, No. 4, Dec., 1970, pp. 984–994.
7.
Humphreys, J. S., “On Dynamic Snap Buckling of Shallow Arches,” American Institute of Aeronautics and Astronautics Journal, Vol. 4, No. 5, May, 1966, pp. 878–886.
8.
Humphreys, J. S., “On the Adequacy of Energy Criteria for Dynamic Buckling of Arches,” American Institute of Aeronautics and Astronautics Journal, Vol. 4, No. 5, May, 1966, pp. 921–923.
9.
Tseng, W. Y., and Dugundji, J., “Nonlinear Vibrations of a Buckled Beam under Harmonic Excitation,” Journal of Applied Mechanics, Vol. 38, No. 2, June, 1971, pp. 467–476.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 110Issue 10October 1984
Pages: 1556 - 1569

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Published online: Oct 1, 1984
Published in print: Oct 1984

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Paul Seide, M. ASCE
Prof. of Civ. Engrg., Univ. of Southern California, University Park, Los Angeles, Calif. 90089‐0242

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