Imperfection sensitivity and postbuckling analysis of elastic shells of revolution-Reference-Cited by-同舟云学术

Imperfection sensitivity and postbuckling analysis of elastic shells of revolution

Published:2008-12 Issue:12 Volume:46 Page:1338-1350
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Hong T.,Teng J.G.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference28 articles.

1. Buckling of thin metal shells;Teng,2004

2. ENV 1993-1-6. Eurocode 3: Design of steel structures, Part 1.6: General rules-supplementary rules for the strength and stability of shell structures, CEN, Brussels, 1999.

3. A semi-analytical approach to the nonlinear analysis of shells of revolution;Wunderlich,1989

4. Nonlinear analysis of shells of revolution under arbitrary loads;Hong;Comput Struct,2002

5. Elastic–plastic large deflection analysis of axisymmetric shells;Teng;Comput Struct,1989

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