TECHNICAL PAPERS
Aug 1, 1995

Large-Deflection Analysis of Whipping Pipes. II: Rigid, Perfectly-Plastic Beam Model with Elastic Root Spring

Publication: Journal of Engineering Mechanics
Volume 121, Issue 8

Abstract

In a companion paper, the effects of large deflections were evaluated for plastic deformation of a cantilever beam under a transverse force pulse applied at its tip. Here, the effect of material elasticity is introduced in addition to the large deflections through a simple model. The beam is assumed to be rigid and perfectly-plastic, but instead of the usual fully clamped constraint at its root, an elastic, perfectly-plastic rotational spring is incorporated there so that the beam-spring system has a certain capacity to store elastic energy. Compared with the rigid, perfectly-plastic model, the present beam-spring model shows differences in the initial plastic hinge position and in the minimum magnitude of the force needed to produce plastic collapse. It is also shown that a range of different responses may occur as the remaining plastic hinge travels along the beam segment toward the root, rather than the unique response mode in the rigid, perfectly-plastic analysis.

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References

1.
Duwez, P. E., Clark, D. S., and Bohnenblust, H. F.(1950). “The behavior of long beams under impact loading.”J. Appl. Mech., 72, 27–34.
2.
Jones, N. (1989). Structural impact . Cambridge University Press, London, England.
3.
Lee, E. H., and Symonds, P. S.(1952). “Large plastic deformation of beams under traverse impact.”J. Appl. Mech., 19, 308–314.
4.
Parkes, E. W.(1955). “The permanent deformation of a cantilever struck transversely at its tip.”Proc., Royal Soc. London, Series A, 228, 462–476.
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Reid, S. R. (1992). “Pipe motion during pipewhip.”Final Rep. to NNC under Order No. CTR/T286/C7941/LB, UMIST, Manchester, England.
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Reid, S. R., and Gui, X.(1987). “On the elastic-plastic deformation of cantilever beams subjected to tip impact.”Int. J. Impact Engrg., 6(2), 106–127.
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Reid, S. R., and Wang, B. (1995). Large deflection analysis of whipping pipes. I: rigid, perfectly-plastic model. J. Engrg. Mech., ASCE, 121(8), 881–887.
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Symonds, P. S., and Fleming, W.(1984). “Parkes revisited: on rigid-plastic and elastic-plastic dynamic structural analysis.”Int. J. Impact Engrg., 2(1), 1–36.
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Wang, X. D., and Yu, T. X.(1991). “Parkes revisited: when elastic deformation at the root of a cantilever beam is involved.”Int. J. Impact Engrg., 11, 197–209.
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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 121Issue 8August 1995
Pages: 888 - 895

History

Published online: Aug 1, 1995
Published in print: Aug 1995

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Authors

Affiliations

B. Wang
Lecturer, School of Mech. and Production Engrg., Nanyang Tech. Univ., Singapore, 2263.
S. R. Reid
Prof., Dept. of Mech. Engrg., UMIST, Manchester M60 1QD, England.

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