TECHNICAL PAPERS
Apr 1, 1999

Plastic Buckling Transition Modes in Moderately Thick Cylindrical Shells

Publication: Journal of Engineering Mechanics
Volume 125, Issue 4

Abstract

Moderately thick perfect cylindrical shells under axial compression first exhibit an axisymmetric buckling mode, where a localization of buckling patterns, referred to as an elephant foot bulge, is caused by the first plastic bifurcation. However, the transition from the axisymmetric buckling mode to a nonaxisymmetric buckling mode, referred to as a diamond buckling mode, may occur due to the next bifurcation if we continue the loading under displacement control. Herein, this phenomenon is examined, based on a rigorous plastic bifurcation analysis. As a result, it is observed that the circumferential wave number of the diamond buckling mode increases with the decrease of the wall thickness. The boundary conditions also considerably influence the occurrence of diamond buckling. It is found that the strain concentration is intensified for the diamond buckling modes, compared with the axisymmetric modes.

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References

1.
ABAQUS/standard user's manual. (1996a). Hibbitt, Karlsson and Sorensen, Inc.
2.
ABAQUS/theory manual. (1996b). Hibbitt, Karlsson and Sorensen, Inc.
3.
Batterman, S. C. ( 1965). “Plastic buckling of axially compressed cylindrical shells.” AIAA J., 3(2), 316–325.
4.
Dafalias, Y. E., and Popov, E. P. ( 1976). “Plastic internal variables formalism of cyclic plasticity.” J. Appl. Mech., 43, 645–651.
5.
Gellin, S. ( 1979). “Effect of an axisymmetric imperfection on the plastic buckling of an axially compressed cylindrical shell.” J. Appl. Mech., 46, 125–131.
6.
Goto, Y. ( 1998). “Analysis of localization of plastic buckling patterns under cyclic loading.” Engrg. Struct., 20(4–6), 413–424.
7.
Goto, Y., Toba, Y., and Matsuoka, H. (1995). “Localization of plastic buckling patterns under cyclic loading.”J. Engrg. Mech., ASCE, 121(4), 493–501.
8.
Goto, Y., Wang, Q. Y., Ono, K., and Obata, M. ( 1996). “Localization of plastic buckling patterns of plates and cylindrical shells under cyclic loading.” Proc., Int. Conf. on Advances in Steel Struct., Vol. II, 869–874.
9.
Goto, Y., Zhang, C. H., Wang, Q. Y., and Obata, M. ( 1998). “A rigorous method for the analysis of localization of axisymmetric buckling patterns in thick cylindrical shells.” Thin-Walled Struct., 31, 73–88.
10.
Hill, R. ( 1958). “A general theory of uniqueness and stability of elastic-plastic solid.” J. Mech. Phys. Solids, 6, 236–249.
11.
Horton, W. H., Bailey, S. C., and Edwards, A. M. ( 1966). “Nonsymmetric buckle patterns in progressive plastic buckling.” Experimental Mech., September, 433–444.
12.
Kato, T., Akiyama, H., and Suzuki, H. ( 1973). “Plastic local buckling strength of axially compressed steel tubes.” Trans., Arch. Inst. of Japan, Tokyo, 204, 9–17 (in Japanese).
13.
Tvergaard, V. ( 1983a). “Plastic buckling of axially compressed circular cylindrical shells.” Thin-Walled Struct., 1, 139–163.
14.
Tvergaard, V. ( 1983b). “On the transition from a diamond mode to an axisymmetric mode of collapse in cylindrical shells.” Int. J. Solids and Struct., 19(10), 845–856.
15.
Wang, Q. Y., Goto, Y., Takahashi, N., and Obata, M. ( 1997). “FEM analysis of steel bridge piers under cyclic loading based on three-surface constitutive model.” Proc., 2nd Symp. on Hanshin-Awaji Earthquake, 369–376 (in Japanese).
16.
Zhang, C. H., Goto, Y., Ono, K., and Obata, M. ( 1997). “Localization of axisymmetric plastic buckling patterns in thick cylindrical shells under monotonic/cyclic loading.” Proc., 5th Int. Colloquium on Stability and Ductility of Steel Struct., Vol. 1, 441–448.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 125Issue 4April 1999
Pages: 426 - 434

History

Received: Mar 19, 1998
Published online: Apr 1, 1999
Published in print: Apr 1999

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Member, ASCE,
Prof., Dept. of Civ. Engrg., Nagoya Inst. of Technol., Gokiso-cho, Showa-ku, Nagoya 466, Japan.
Grad. Student, Dept. of Civ. Engrg., Nagoya Inst. of Technol., Gokiso-cho, Showa-ku, Nagoya 466, Japan.

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