The axially symmetric response of an elastic cylindrical shell partially filled with liquid
Mathematical response model for linear symmetrical displacements about axis of cylindrical shell partially filled with liquid
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Mathematical response model for linear symmetrical displacements about axis of cylindrical shell partially filled with liquid
A method of deriving nondimensional equations and identifying the fundamental parameters associated with bifurcation buckling of anisotropic shells subjected to combined loads is presented. The procedure and rationale used to obtain useful nondimensional forms of the transverse equilibrium and compatibility equations for buckling are presented. Fundamental parameters are identified that represent the importance of both membrane and bending orthotropy and anisotropy on the results.
Transverse stiffness of pressurized thin elastic shells of revolution under external load determined as function of internal pressure
Equations of anisotropic shell elasticity theory in curvilinear coordinates
Numerical techniques for digital computer solution of algebraic simultaneous linear equations from finite difference approximation of partial differential equations of thin elastic shells
Prestressed thin shells elastic deformation, using Kirchhoff hypothesis of shell theory
Finite element approach to analysis of axisymmetric thin elastic shells, employing matrix method
Impact stresses and deformations in spherical elastic shells
Stress diffusion from axially loaded stiffeners into cylindrical elastic shells
Calculation of cylindrical shell reinforced by elastic stiffeners and subjected to concentrated force
A theoretical investigation has been made of the flutter, vibration, and buckling of truncated conical shells with generalized elastic edge restraint. The shell analysis is of the classical Donnell type, in-plane inertias and structural damping are neglected, and the aerodynamic loading is represented by the inviscid two-dimensional quasi-steady approximation. An approximate solution is obtained by the generalized Galerkin method. The accuracy and limitations of the analysis are illustrated by comparing numerical results for buckling an vibration with results of other investigations for various boundary conditions, applied loads, and shell geometries and stiffness. Sufficient numerical results are presented to permit the determination of the flutter condition for simply supported isotropic conical shells for a wide range of cone angle, length-radius ration, and radius-thickness ratio. Results are also presented to indicate some effects of variations in edge restraint, applied loads, and ring or stringer stiffening.
Dynamic stability of thin walled elastic shells and applications to space vehicle control problems
Asymptotic formulas for elastic cylindrical shells and analysis of Kirchhoff-Love theory
Dangerous load for elastic-plastic cylindrical shells subjected to dynamic loading conditions
Equations for stability analysis on truncated conical shells with elastic edge restraint
Equations of motion for flutter and stability of coaxial elastic circular cylindrical shells between which flows compressible fluid
A theory has been developed for small bending and stretching of sandwich-type shells. This theory is an extension of the known theory of homogeneous thin elastic shells. It was found that two effects are important in the present problem, which are not normally of importance in the theory of curved shells: (1) the effect of transverse shear deformation and (2) the effect of transverse normal stress deformation. The first of these two effects has been known to be of importance in the theory of plates and beams. The second effect was found to occur in a manner which is typical for shells and has no counterpart in flat-plate theory. The general results of this report have been applied to the solution of problems concerning flat plates, circular rings, circular cylindrical shells, and spherical shells. In each case numerical examples have been given, illustrating the magnitude of the effects of transverse shear and normal stress deformation.