Transmission characteristics of conical and cylindrical shells under lateral excitation.
Steady state frequency response of conical and cylindrical shells under lateral excitation
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Steady state frequency response of conical and cylindrical shells under lateral excitation
Minimum weight design of axially compressed ring and stringer stiffened cylindrical shells
The transient response due to longitudinal impact of three aluminum cylindrical shells of different thickness-to-radius ratios is studied both analytically and experimentally. The analyses were obtained from method of characteristics' solutions of two sets of equations: one which includes the transverse shear, radial inertia, and rotary inertial effects; and the other set is from a modified membrane theory. Experimentally, longitudinal and circumferential strains are monitored along the length of each of the shells; the velocity of the impacter ring is also measured. The experimental results of this study indicate that the wave front, after traveling three diameters from the impacted end, propagates at essentially the plate velocity, in agreement with the theory. In addition, the longitudinal and circumferential strain calculated from the two theories are in good agreement with the experimental results.
Reconsideration of the problem of a complete semiinfinite circular cylindrical shell with a square cage investigated earlier by Reissner and Simmonds (1966). It is shown that the solution can be found in closed form rather than in the form of Fourier series, provided that the boundary data on the end of the shell are 'slowly varying.'
The equation for the equilibrium of cylindrical shells introduced by Donnell in NACA Technical Report no. 479 to find the critical stresses of cylinders in torsion is applied to find critical stresses for cylinders with simply supported edges under other loading conditions. It is shown that by this method solutions may be obtained very easily and the results in each case may be expressed in terms of two nondimensional parameters, one dependent on the critical stress and the other essentially determined by the geometry of the cylinder. The influence of boundary conditions related to edge displacements in the shell median surface is discussed. The accuracy of the solutions found is established by comparing them with previous theoretical solutions and with test results. The solutions to a number of problems concerned with the buckling of cylinders with simply supported edges on the basis of a unified viewpoint are presented in a convenient form for practical use. (author)
Post-buckling behavior of cylindrical shells - axial compression and external pressure effects
This study is an extension of a previous investigation of the combined effect of axisymmetric thickness variation and axisymmetric initial geometric imperfection on buckling of isotropic shells under uniform axial compression. Here the anisotropic cylindrical shells are investigated by means of Koiter's energy criterion. An asymptotic formula is derived which can be used to determine the critical buckling load for composite shells with combined initial geometric imperfection and thickness variation. Results are compared with those obtained by the software packages BOSOR4 and PANDA2.
Vibrations and stability of anisotropic and sandwich cylindrical shells of arbitrary cross section
Numerical integration technique for determining dynamic response of rectangular plates and cylindrical shells subjected to stationary and constant velocity loads
Vibration tests and analysis of thin cylindrical shells with and without longitudinal stiffeners
Buckling and initial postbuckling behavior of thin elastic cylindrical shells of elliptical cross section
Buckling sensitivity of axially compressed fiber reinforced cylindrical shells to small geometric imperfections
Closed cylindrical shell response for acoustic excitation random in time and deterministic in space
Axisymmetric imperfection distributions effect on buckling of circular cylindrical shells under axial compression, constructing test models from photoelastic liquid epoxy
Solutions for normal and tangential displacements and concentrated forces on shallow cylindrical shells
Effect of elastic end rings on eigenfrequencies of finite length thin cylindrical shells
Determination of axial buckling load of circular cylindrical shells formed by process of plastic expansion due to internal pressure
The stress concentrations due to an elliptical cutout in a shallow cylindrical shell are determined by means of a system of singular integral equations, solved numerically. Three loading conditions are considered: tension, and internal pressure. Results confirm those obtained by previous authors by other methods and extend the range of parameters over which results are available.