Comparison of theoretical approaches to account for geometrical imperfections of unstiffened isotropic thin walled cylindrical shell structures under axial compression-Reference-Cited by-同舟云学术

Comparison of theoretical approaches to account for geometrical imperfections of unstiffened isotropic thin walled cylindrical shell structures under axial compression

Published:2015-07 Issue: Volume:92 Page:1-9
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Friedrich Linus^ORCID,Schmid-Fuertes Theodor-Andres,Schröder Kai-Uwe

Funder

European Community׳s Seventh Framework Programme FP7/2007-2013

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference25 articles.

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3. Design criteria for axially loaded cylindrical shells;Almroth;J Spacecr Rockets,1970

4. DIN Deutsches Institut für Normen. Eurocode 3: design of steel structures—Part 1–6: Strength and stability of shell structures, German version EN 1993-1-6:2007 + AC:2009; 2009.

5. Statistical knockdown factors statistical knockdown factors of buckling anisotropic cylinders under axial compression;Takano;J Appl Mech,2012

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