Asymptotic Formulas for the Buckling Stresses of Axially Compressed Cylinders With Localized or Random Axisymmetric Imperfections-Reference-Cited by-同舟云学术

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

Published:1972-03-01 Issue:1 Volume:39 Page:179-184
ISSN:0021-8936
Container-title:Journal of Applied Mechanics
language:en
Short-container-title:

Author:

Amazigo J. C.¹,Budiansky B.²

Affiliation:

1. Department of Mathematics, Rensselaer Polytechnic Institute, Troy, N. Y.

2. Division of Engineering and Applied Physics, Harvard University, Cambridge, Mass.

Abstract

Formulas are presented for the axial buckling stresses of long circular cylindrical shells having localized or random axisymmetric imperfections. The results are asymptotic in character, applicable only for sufficiently small magnitudes of the imperfections. The formulas found are discussed and compared with earlier results obtained by Koiter for the case of an imperfection in the shape of the axisymmetric buckling mode.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Link

http://asmedigitalcollection.asme.org/appliedmechanics/article-pdf/39/1/179/5452057/179_1.pdf

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