Dynamic axisymmetric buckling of shallow conical shells subjected to impulsive loads.
Dynamic axisymmetric buckling of shallow conical shells subjected to impulsive loads
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Dynamic axisymmetric buckling of shallow conical shells subjected to impulsive loads
Resonant frequencies compared with associated mode shapes of truncated conical shells with both edges free
Frequency of free vibrations in circular conical shells
The vibration and buckling characteristics of a series of 140 deg ring-supported conical shells have been investigated experimentally and analytically. Experimental results were obtained from 14 conical shells, each attached to a solid nose cap at the small end. The large (base) end was either free or attached to a solid ring of rectangular cross section. The size of the solid base rings of rectangular cross section was systematically varied to provide a wide range of edge restraint. Shell buckling was induced by aerodynamic loading at a Mach number of 3; the vibration data were obtained prior to the wind tunnel tests. The experimental vibration data indicated that the size of the base rings had a pronounced effect on the magnitude of the frequencies and on the frequency spectrum. For vibration modes having less than two circumferential waves, the frequencies descreased with increasing ring size; whereas, for modes with several circumferential waves, the frequencies initially increased rapidly with ring size and then became relatively insensitive to further increases in ring size. This latter behavior was similar to the trend exhibited by the variation of buckling pressure with ring size. The experimental results were in excellent qualitative agreement with theoretical results and indicated that current shell-of-revolution analyses are adequate for predicting the vibration and buckling behavior of ring-supported shells, at least for the simple isotropic shells considered in this investigation.
Resonant frequencies and mode shapes of truncated conical shells with free edges in transverse vibration
Resonant frequencies and mode shapes for transverse vibration of truncated conical shells obtained by considering effect of bending, membrane rigidity and inertia terms due to transverse motion
A survey of the state-of-the-art for the stability of thin-walled conical shells is presented. Known theoretical results are summarized and compared with experiment. The shortcomings of present knowledge and recommended work for the future are discussed.
Resonant frequencies and associated mode shapes of transverse vibrations of truncated conical shells over wide range of geometrical and modal parameters
Influence of prebuckling deformation on buckling load of truncated conical shells under axial compression
Asymptotic solution of thin walled conical shell of revolution under lateral stress
Resonant frequencies and associated mode shapes of truncated conical shells over wide range of geometrical and modal parameters
Prediction of natural vibration frequencies and mode shapes of thin walled conical shells fixed at one end and free at other end
IBM 7094 computer program for calculation of truncated conical shell deflection and acceleration response
Conical shells with linear thickness variation subjected to lateral normal loads
Fortran ii computer program for evaluation of donnell type differential equation for orthotropic circular-conical shell
Buckling strength of truncated conical shell at uniform external pressure on small edge
Three aluminum honeycomb sandwich conical shells with a 120 apex angle and a 4.6-m (15.0-ft) base diameter were loaded to failure by a uniform external pressure. The cones differed from one another only in the thickness of their respective face sheets. Test specimen details, test procedure, and test results are discussed. Both buckling and prebuckling data are compared with appropriate theoretical predictions, and good agreement was obtained between test and theory. Extensive imperfection measurements were made and reported on the three cones in the as fabricated condition.
Buckling studies were conducted on truncated 120 deg conical shells having large end rings and many interior reinforcing rings that are typical of aeroshells used as spacecraft decelerators. Changes in base-end-ring stiffness were accomplished by simply machining away a portion of the base ring between successive buckling tests. Initial imperfection measurements from the test cones were included in the analytical model.