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Stability and vibrations of elastic thick walled cylindrical shells subjected to finite twist.
Date
1974
Author
Kesim, Hacı
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https://hdl.handle.net/11511/7078
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Graduate School of Natural and Applied Sciences, Thesis
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Cylindrical shells of arbitrary wall thickness subjected to uniform radial tensile or compressive dead-load traction are investigated. The material of the shell is assumed to be homogeneous, isotropic, compressible and hyperelastic. The stability of the finitely deformed state and small, free, radial vibrations about this state are investigated using the theory of small deformations superposed on large elastic deformations. The governing equations are solved numerically using both the multiple shooting meth...
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The stability of homogeneous, isotropic, compressible, hyperelastic, thick spherical shells subjected to external dead-load traction are investigated within the context of the finite elasticity theory. The stability of the finitely deformed state and small, free, radial vibrations about this state are investigated using the theory of small deformations superposed on large elastic deformations. The frequencies of small free vibrations about the pre-stressed state are obtained numerically. The loss of stabili...
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H. Kesim, “Stability and vibrations of elastic thick walled cylindrical shells subjected to finite twist.,” Middle East Technical University, 1974.