Buckling of Pressurized Axisymmetrically Imperfect Cylinders under Axial Loads

Author:

Teng Jin‐Guang,Rotter J. Michael

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference32 articles.

1. Asymptotic Formulas for the Buckling Stresses of Axially Compressed Cylinders With Localized or Random Axisymmetric Imperfections

2. Arbocz J. (1974). “The effect of initial imperfections on shell stability.” Thin shell Structures Y. C. Fung and E. E. Sechler eds. Prentice‐Hall Englewood Cliffs N.J. 205–246.

3. Arbocz J. (1981). “Shell stability analysis: Theory and practice.” Collapse J. M. T. Thompson and G. W. Hunt eds. Cambridge University Press Cambridge England 43–74.

4. Bornscheuer F. W. and Hafner L. (1983). “The influence of an imperfect circumferential weld on the buckling strength of axially loaded circular cylindrical shells.” Preliminary Report 3rd Int. Colloquium on Stability of Metal Structures Paris France 407–414.

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