Stability of an orthotropic cylindrical shell in a gas stream
Stability of cylindrical shell of anisotropic homogeneous layers in supersonic gas stream
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Stability of cylindrical shell of anisotropic homogeneous layers in supersonic gas stream
Buckling load of circular cylindrical shells under axial compression
Elastic instability of pressurized cylindrical shells under compression or bending
Edge conditions effect on elastic stability of cylindrical shells extended to additional combinations of boundary conditions, considering cylinders under axial compression
The state of stress in a cylindrical shell containing a circular cutout was determined for axial tension, torsion, and internal pressure loading. The solution was obtained for the shallow shell equations by a variational method. The results were expressed in terms of a nondimensional curvature parameter which was a function of shell radius, shell thickness, and hole radius. The function chosen for the solution was such that when the radius of the cylindrical shell approaches infinity, the flat-plate solution was obtained. The results are compared with solutions obtained by more rigorous analytical methods, and with some experimental results. For small values of the curvature parameter, the agreement is good. For higher values of the curvature parameter, the present solutions indicate a limiting value of stress concentration, which is in contrast to previous results.
Skin-stringer Tank Analysis Spreadsheet System (STASS) computer program developed for use as preliminary design software tool that enables quick-turnaround design and analysis of structural domes and cylindrical barrel sections in propellant tanks or other cylindrical shells. Determines minimum required skin thicknesses for domes and cylindrical shells to withstand material failure due to applied pressures (ullage and/or hydrostatic) and runs buckling analyses on cylindrical shells and skin-stringers. Implemented as workbook program, using Microsoft Excel v4.0 on Macintosh II. Also implemented using Microsoft Excel v4.0 for Microsoft Windows v3.1 IBM PC.
On edge buckling of axially compressed, circular cylindrical shells
Buckling of cylindrical shell end closures by internal pressure
Improved Donnell equations for concentrated load of circular cylindrical shell
Load carrying capacity of smooth circular cylindrical shells under compression
Differential stability equations for stiffened and unstiffened longitudinally corrugated cylindrical shell
Membrane stresses and equilibrium of orthotropic cylindrical shells with large deformations
Thin oval cylindrical shell buckling and initial postbuckling behavior under axial compression
Boundary and continuity conditions for cylindrical shell under nonlinear flexural vibrations, discussing modal approximations for equations of motion
Flexible finite cylindrical shell undergoing arbitrary temporal and spatial motion, determining fluid /aerodynamic/ forces acting on shell
Circular cylindrical shell nonlinear response to uniform radial impulsive pressure, noting inextensionality constraint and equations of motion roles
Imperfect elliptical cylindrical shells buckling under axial compression, demonstrating imperfection sensitivity
An axial crack in a cylindrical shell is investigated by use of a 10th order shell theory, which accounts for transverse shear deformations as well as a special kind of orthotropy. The symmetric problem is formulated in terms of two coupled singular integral equations, which are solved numerically. The asymptotic membrane and bending stress fields ahead of the crack are found to be self similar. Stress intensity factors are given as a function of the shell parameter for various values of the ratio crack length to shell thickness. considerable differences from 8th order shell theory results are found for the bending stresses, while the membrane stresses of the 8th order theory seem to be a lower limit reached for very thin shells.