Dynamic Buckling of Circular Cylindrical Shells Subject to a Rigid Body Impact

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Periodical:

Key Engineering Materials (Volumes 274-276)

Edited by:

W.P. Shen and J.Q. Xu

Pages:

961-964

Citation:

Z. J. Han et al., "Dynamic Buckling of Circular Cylindrical Shells Subject to a Rigid Body Impact", Key Engineering Materials, Vols. 274-276, pp. 961-964, 2004

Online since:

October 2004

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[1] W. A. Nash: Pro. Sci . Exp. Stress Anal. ,16 (1959), p.55∼66.

[2] Coppa A P. Nash W A: Dynamic buckling of shell Structures Subject to Longitudinal Impact, Philadelphia: General Electric Co. (1964).

DOI: https://doi.org/10.21236/ad0610514

[3] Wang Ren. etc: ACTA MECHANICA SINICA,15 (1983), p.509∼514.

[4] Xu Xin-shen, Liu Shu-tian, etc: Explosion and Shock Waves. 17(3) (1997), p.249∼253.

[5] Xu Xin-shen, etc:. SCIENCE IN CHINA (Series A). 2, 25(2)(1995), p.166∼173.

[6] Han Qiang, Ma Hongwei, etc: Applied Math. And Mech., 17(1)(1996), p.1~8.

[7] D. Karagiozova, Norman Jones: International Journal of Solids and Structures, 37(2000), pp.2005-2034. M(g) vcr(m/s) 0 20 40 60 80 100 120 140 160 0 100 200 300 400 500 600 700 800 900 1000 Fig. 2 . The relation between vcr and M L=150mm.

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