Elastic–plastic bifurcation analysis of cylindrical shells with axisymmetric variable thickness
Author:
Funder
Tianjin University
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference42 articles.
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3. Asymptotic formulas for the buckling stresses of axially compressed cylinders with localized or random axisymmetric imperfections;Amazigo;J. Appl. Mech.,1972
4. Elastic stability of cylindrical shells with weld depressions;Rotter;J. Struct. Eng.,1989
5. Buckling of elastic cylindrical shells considering the effect of localized axisymmetric imperfections;Khamlichi;Thin-Walled Struct.,2004
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