Elasticity, shell theory and finite element results for the buckling of long sandwich cylindrical shells under external pressure-Reference-Cited by-同舟云学术

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Elasticity, shell theory and finite element results for the buckling of long sandwich cylindrical shells under external pressure

Published:2004-09 Issue:6-8 Volume:35 Page:591-598
ISSN:1359-8368
Container-title:Composites Part B: Engineering
language:en
Short-container-title:Composites Part B: Engineering

Author:

Han Jea-Hyeong,Kardomateas George A.,Simitses George J.

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Mechanical Engineering,Mechanics of Materials,Ceramics and Composites

Reference12 articles.

1. Elastostatics and kinetics of anisotropic and heterogeneous shell-type structures;Librescu,1975

2. A higher-order shear deformation theory of laminated elastic shells;Reddy;Int J Engng Sci,1985

3. Buckling of thick orthotropic cylindrical shells under external pressure;Kardomateas;J Appl Mech (ASME),1993

4. Buckling of thick orthotropic cylindrical shells under external pressure based on non-planar equilibrium modes;Kardomateas;Int J Solids Struct,1994

5. Benchmark three-dimensional elasticity solutions for the buckling of thick orthotropic cylindrical shells;Kardomateas;Composites Part B,1996

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