December 1989
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4 Reads
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4 Citations
International Journal of Engineering Science
Layered spherical shells of arbitrary wall thickness subjected to uniform external and/or internal pressure and undergoing large elastic deformations are investigated. Layers are assumed to be made of neo-Hookean materials and perfectly bonded to one another along the interfaces. The stability of the finitely deformed state is studied using the theory of small deformations superposed on large elastic deformations where the secondary displacement field is assumed to be vibratory. The governing equations are solved numerically by a finite difference scheme to yield the frequencies of the small, free, asymmetric vibrations about the prestressed state. The loss of stability occurs when the superposed motions cease to be periodic.