Buckling analysis of freely-supported functionally graded truncated conical shells under external pressures-Reference-Cited by-同舟云学术

Buckling analysis of freely-supported functionally graded truncated conical shells under external pressures

Published:2015-11 Issue: Volume:132 Page:746-758
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Sofiyev A.H.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference51 articles.

1. Buckling of circular conical shells under axisymmetrical external pressure;Singer;J Mech Eng Sci,1961

2. The stability and vibration of circular conical and cylindrical shells at different boundary conditions;Agenesov,1964

3. Effect of boundary conditions on the buckling of conical shells under hydrostatic pressure;Thurtson;J Appl Mech,1965

4. Influence of in-plane boundary conditions on the stability of conical shells under hydrostatic pressure;Baruch;Isr J Tech,1967

5. Volmir AS. Stability of elastic systems. Nauka: Moscow. English Translation: Foreign Tech. Division, Air Force Systems Command. Wright-Patterson Air Force Base, Ohio, AD628508; 1967.

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