Imperfection Modeling for Buckling Analysis of Stiffened Cylinders

Author:

Chryssanthopoulos M. K.,Baker M. J.,Dowling P. J.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. Agelidis N. (1984). “Collapse of stringer‐stiffened cylinders ” thesis presented to the University of London at London England in partial fulfillment of the requirements for the degree of Doctor of Philosophy.

2. Agelidis N. and Dowling P. J. (1983). “The strength of stringer stiffened cylinders.” Proc. of the Third Int. Colloq. on Stability of Metal Structures Paris France European Convention on Constructional Steelwork 169–178.

3. Arbocz J. (1982). “The imperfection data bank a means to obtain realistic buckling loads.” Buckling of shells: A state‐of‐the‐art colloquium E. Ramm Ed. Springer‐Verlag Berlin Germany 10.1–10.33.

4. Arbocz J. and Babcock C. D. (1976). “Prediction of buckling loads based on experimentally measured initial imperfections.” Buckling of Structures B. Budiansky ed. Springer‐Verlag Berlin Germany 291–311.

5. Arbocz J. and Babcock C. D. (1980). “Computerized stability analysis using measured initial imperfections.” 12th Congress of the Int. Council of Aerospace Sci. Munich Germany 688–701.

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