Buckle Propagation: Steady‐State Finite‐Element Analysis
Publication: Journal of Engineering Mechanics
Volume 120, Issue 9
Abstract
An innovative finite‐element technique for the analysis of buckle propagation in cylindrical shells subjected to external pressure is presented. Advantage is taken of the steady‐state nature of propagation, permitting a robust and efficient formulation to be implemented within the framework of large displacement/rotation elastoplastic finite‐element analysis. The procedure relies on the fact that the history of deformation that any material point undergoes during buckle propagation can be traced by marching in the longitudinal direction, along the pipe generator through the point, from the front to the tail in a snapshot of the propagating profile. Thus, the state of deformation and stress everywhere in the pipe can be determined from the propagating profile. A scheme is described in which suitable initial estimates of the propagation pressure and the propagating profile are selected, and improved estimates are obtained by means of equilibrium iterations. The computational requirements are rather low, and parametric studies can be conducted easily for a wide range of values of the diameter‐to‐thickness ratio. In this paper, the technique, its implementation, and results for stainless steel pipes are presented. Excellent agreement is found between the analytical results and previously reported experimental data.
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References
1.
Chater, E., and Hutchinson, J. W. (1984). “On the propagation of bulges and buckles.” J. Appl. Mech., 51, 269–277.
2.
Hutchinson, J. W., and Neale, K. W. (1983). “Neck propagation.” J. Mech. Phys. Solids, 31(5), 405–426.
3.
Jensen, H. V. (1988). “Collapse of hydrostatically loaded cylindrical shells.” Int. J. Solids Struct., 24(1), 51–64.
4.
Johns, T. G., Mesloh, R. E., and Sorenson, J. E. (1978). “Propagating buckle arrestors for offshore pipelines.” J. Pressure Vessel Tech., 100, 206–214.
5.
Katsounas, A. T., and Tassoulas, J. L. (1989). “Finite element analysis of propagating buckles in deep‐water pipelines.” Offshore Tech. Res. Ctr., Rep. 1/90‐B‐1‐100, University of Texas, Austin, Tex.
6.
Kikuchi, N., and Oden, J. T. (1984). “Contact problems in elastostatics.” Finite elements: special problems in solid mechanics, Vol. 4, J. T. Oden and G. F. Carey, eds., Prentice‐Hall, Englewood Cliffs, N.J.
7.
Kyriakides, S., and Babcock, C. D. (1981). “Experimental determination of the propagation pressure of circular pipes.” J. of Pressure Vessel Tech., 103, 328–336.
8.
Kyriakides, S., Yeh, M. K., and Roach, D. P. (1984). “On the determination of the propagation pressure of long circular tubes.” J. of Pressure Vessel Tech., ASME, 106, 150–159.
9.
Needleman, A. (1982). “Finite elements for finite strain plasticity problems.” Plasticity of metals at finite strain: theory, experiment and computation. E. H. Lee and R. L. Mallet, eds., Rensselaer Polytechnic Institute, Troy, N.Y., 387–436.
10.
Nogueira, A. C. (1993). “Steady‐state finite element analysis of buckle propagation in pipelines,” PhD thesis, University of Texas, Austin, Tex.
11.
Palmer, A. C., and Martin, J. M. (1975). “Buckle propagation in submarine pipelines.” Nature, 254, 46–48.
12.
Song, H. W., and Tassoulas, J. L. (1990). “Dynamics of propagating buckles in deep‐water pipelines.” Offshore Tech. Res. Ctr., Rep. 6/90‐B‐4‐100, University of Texas, Austin, Tex.
13.
Tassoulas, J. L., Katsounas, A. T., and Song, H. W. (1990). “Finite element analysis of propagating buckles in deepwater pipelines.” Proc., Offshore Tech. Conf. Paper No. 6413, Houston, Tex., 631–638.
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Copyright © 1994 American Society of Civil Engineers.
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Received: Apr 28, 1993
Published online: Sep 1, 1994
Published in print: Sep 1994
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