Buckling and post-buckling behavior of thin-walled cylindrical steel shells with varying thickness subjected to uniform external pressure
Author:
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference11 articles.
1. Initial post-buckling behavior of cylindrical shells under external pressure;Budiansky;J Math Phys,1968
2. Elastic stability of circular cylindrical shells;Yamaki,1984
3. Influence of primary boundary conditions on the buckling of shallow cylindrical shells;Showkati;Constr Steel Res,1995
4. Buckling of axially compressed cylindrical shell of variation thickness;Koiter;Int J Solid Struct,1984
5. Axial buckling of composite cylindrical shells with periodic thickness variation;Li;Comput Struct,1995
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