Exploring the constancy of the global buckling load after a critical geometric imperfection level in thin-walled cylindrical shells for less conservative knock-down factors-Reference-Cited by-同舟云学术

Exploring the constancy of the global buckling load after a critical geometric imperfection level in thin-walled cylindrical shells for less conservative knock-down factors

Published:2013-11 Issue: Volume:72 Page:76-87
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Castro Saullo G.P.,Zimmermann Rolf,Arbelo Mariano A.,Degenhardt Richard

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference27 articles.

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4. The development of design criteria for elastic stability of thin shell structures;Seide,1960

5. Elastic stability of thin-walled cylindrical and conical shells under axial compression;Weingarten;AIAA Journal,1965

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