Compression Tests on Cylinders with Circumferential Weld Depressions

Author:

Berry P. A.1234,Rotter J. M.1234,Bridge R. Q.1234

Affiliation:

1. Fellow, ASCE

2. Sr. Res. Assoc., School of Civic Engrg. and Envir., Univ. of Western Sydney, New South Wales 2747, Australia.

3. Prof., Dir. of the Div. of Engrg., Univ. of Edinburgh, Edinburgh EH9 3JN, U.K.

4. Prof., School of Civic Engrg. and Envir., Univ. of Western Sydney, New South Wales 2747, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference47 articles.

1. Adam B. ( 1997). “The buckling behaviour of imperfect thin shell structures ” BE thesis University of Edinburgh Scotland U.K.

2. Almroth B. O. (1966). “Influence of edge conditions on the stability of axially compressed cylindrical shells.” AIAA J. 4(1) 134–140.

3. Amazigo J. C. and Budiansky B. (1972). “Asymptotic formulas for the buckling stresses of axially compressed cylinders with localized or random axisymmetric imperfections.” J. Appl. Mech. E-39 179–184.

4. Arbocz J. ( 1974). “The effect of initial imperfections on shell stability.” Chapter 9 Thin-shell structures: Theory experiment and design Y. C. Fung and E. E. Sechler eds. Prentice-Hall Englewood Cliffs N.J. 205–245.

5. Arbocz J. and Babcock C. D. (1969). “The effect of general imperfections on the buckling of cylindrical shells.” J. Appl. Mech. 36(1) 28–38.

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