textabstractA hypothesis for the prediction of the circumferential wavenumber of buckling ofthe thin axially-compressed cylindrical shell is presented, based on the addition of a length effect to the classical (Koiter circle) critical load result. Checks against physical and numerical experiments, both by direct comparison of wavenumbers and via a scaling law, provide strong evidence that the hypothesis is correct
An experimental and theoretical investigation of the effect of a specific type of initial imperfecti...
Thin-walled shell structures like circular cylindrical shells are prone to buckling. Imperfections, ...
L. H. Donnell (ref. 3), showed that the experimental buckling load of a circular cylindrical shell u...
A study is presented of the effect of initial deviations on the load carrying capacity of thin circu...
The present paper deals with the buckling of a circular cylindrical shell under axial compression fr...
As is well known, the elastic stability of shell structures under certain loading conditions is char...
The widely accepted theory of buckling of thin cylindrical shells under axial compressive loading em...
Thin cylindrical shells in axial compression are known to be highly sensitive to geometric imperfec...
A thick shell theory is used to calculate the critical load of plastic buckling of axially compresse...
p. 2523-2534The effect of two localized axisymmetric initial imperfections on the critical load of e...
This paper presents an analytical and numerical investigation of the relationship between the compre...
Reproduction in whole or in part is permitted for any purpose of the United States Government This w...
AbstractStability of imperfect elastic cylindrical shells which are subjected to uniform axial compr...
SIGLEAvailable from British Library Document Supply Centre-DSC:D205893 / BLDSC - British Library Doc...
An experimental and theoretical study of the buckling of closely stiffened cylindrical and conical s...
An experimental and theoretical investigation of the effect of a specific type of initial imperfecti...
Thin-walled shell structures like circular cylindrical shells are prone to buckling. Imperfections, ...
L. H. Donnell (ref. 3), showed that the experimental buckling load of a circular cylindrical shell u...
A study is presented of the effect of initial deviations on the load carrying capacity of thin circu...
The present paper deals with the buckling of a circular cylindrical shell under axial compression fr...
As is well known, the elastic stability of shell structures under certain loading conditions is char...
The widely accepted theory of buckling of thin cylindrical shells under axial compressive loading em...
Thin cylindrical shells in axial compression are known to be highly sensitive to geometric imperfec...
A thick shell theory is used to calculate the critical load of plastic buckling of axially compresse...
p. 2523-2534The effect of two localized axisymmetric initial imperfections on the critical load of e...
This paper presents an analytical and numerical investigation of the relationship between the compre...
Reproduction in whole or in part is permitted for any purpose of the United States Government This w...
AbstractStability of imperfect elastic cylindrical shells which are subjected to uniform axial compr...
SIGLEAvailable from British Library Document Supply Centre-DSC:D205893 / BLDSC - British Library Doc...
An experimental and theoretical study of the buckling of closely stiffened cylindrical and conical s...
An experimental and theoretical investigation of the effect of a specific type of initial imperfecti...
Thin-walled shell structures like circular cylindrical shells are prone to buckling. Imperfections, ...
L. H. Donnell (ref. 3), showed that the experimental buckling load of a circular cylindrical shell u...