Quarterly of Applied Mathematics

Quarterly of Applied Mathematics

Online ISSN 1552-4485; Print ISSN 0033-569X

   
 

 

Asymptotic analysis of the buckling of externally pressurized cylinders with random imperfections


Author: John C. Amazigo
Journal: Quart. Appl. Math. 31 (1974), 429-442
DOI: https://doi.org/10.1090/qam/99693
MathSciNet review: QAM99693
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Abstract | References | Additional Information

Abstract: The buckling of finite circular cylindrical shells with random stress-free initial displacements which are subjected to lateral or hydrostatic pressure is studied using a perturbation scheme developed in an earlier paper [1]. A simple approximate asymptotic expression is obtained for the buckling load for small magnitudes of the imperfection. This result is compared with earlier results obtained for localized imperfections and imperfections in the shape of the linear buckling mode.


References [Enhancements On Off] (What's this?)

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Additional Information

DOI: https://doi.org/10.1090/qam/99693
Article copyright: © Copyright 1974 American Mathematical Society


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