Buckling of FGM hybrid truncated conical shells subjected to hydrostatic pressure

Author:

Sofiyev A.H.,Kuruoglu N.,Turkmen M.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference52 articles.

1. Buckling of conical shells subjected to uniform external lateral pressure;Niordson;Trans R Inst Technol, Stockholm,1947

2. Mushtari KM, Sachenkov AV. Stability of cylindrical and conical shells of circular cross section with simultaneous action of axial compression and external normal pressure. NASA TM-1433 (1958) [Original published in Prikladnaia Matematika and Mekhanika 1954;18:667–74].

3. Seide P. On the buckling of truncated conical shells under uniform hydrostatic pressure. In: Proceedings of the IUTAM symposium on the theory of thin elastic shells, Deft, 1959, Amsterdam: North-Holland Pub. Co.; 1960. p. 363–8.

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

5. The effect of axial constraint on the instability of thin conical shells under external pressure;Singer;J Appl Mech,1962

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