Experimental investigation of the effect of general imperfections on the buckling of cylindrical shells
Imperfection survey data on cylindrical shells before and during axial compression loading up to buckling load
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Imperfection survey data on cylindrical shells before and during axial compression loading up to buckling load
Thin oval cylindrical shell buckling and initial postbuckling behavior under axial compression
Recent advances in shell buckling, discussing imperfection sensitivity, boundary conditions and wall configuration
Shell structures buckling test data dependence on specimen design and test procedure, discussing stress concentrations, materials selection and strain gages
Buckling and initial postbuckling behavior of thin elastic cylindrical shells of elliptical cross section
Elastic buckling and postbuckling behavior of thin doubly curved shell panels subject to nonuniform heating, noting load vs deflection
Doubly curved shallow thin shells buckling under edge loading, discussing curvatures role and shell equation
Edge constraint effect on buckling of sandwich and ring stiffened conical shells under external pressure
Approximate buckling load for thin ogive shell of revolution under uniform external pressure using differential equations
Unreinforced circular cutouts effects on buckling behavior of circular cylindrical shells under axial compression, using photoelastic plastic shells
Edge restraint coupling effect on buckling mode of ring stiffened shells of revolution
Computer program, using numerical integration and finite difference techniques, solves almost any buckling problem for shells exhibiting orthotropic behavior. Stability analyses can be performed with reasonable accuracy and without unduly restrictive approximations.
Buckling equations solved for equatorial segment of spherical shell loaded in axial direction by own weight
Finite element analysis for buckling of semirigid space frames
Buckling of thin walled truncated conical shells under static loads
Buckling sensitivity of axially compressed fiber reinforced cylindrical shells to small geometric imperfections
Recent advances in shell buckling, discussing imperfection sensitivity, boundary conditions and wall configuration
Unreinforced circular cutouts effects on buckling behavior of circular cylindrical shells under axial compression, using photoelastic plastic shells