A circular tube of finite thickness h composed of homogeneous isotropic incom-pressible material is finitely deformed by end thrust in the direction of its axis so that it changes its length in the ratio A: 1, and its stability is investigated by con-sidering the equilibrium of a further infinitesimal deformation. A general periodic solution for the displacements in this further deformation is given, but only the special case of radially symmetrical buckling is then considered. The application of the boundary conditions leads to a relation between A and the frequency of longitudinal rippling V/2TT from-which the critical A, ' determining the onset of in-stability, is found. Three examples are chosen: (a) thin tube, in which the critica...
We consider small-amplitude deformations of a long thin-walled elastic tube having an initially axia...
We consider small-amplitude deformations of a long thin-walled elastic tube having an initially axia...
International audienceThis paper deals with the elastoplastic buckling problem of thick cylindrical ...
Within the context of finite deformation elasticity theory the problem of deforming an open sector o...
Within the context of finite deformation elasticity theory the problem of deforming an open sector o...
Within the context of finite deformation elasticity theory the problem of deforming an open sector o...
The present paper focuses on the structural stability of long uniformly pressurized thin elastic tub...
This thesis deals with the problem of plastic buckling and collapse of moderately thin-walled tubes ...
A cylindrical elastic tube under uniform radial external pressure will buckle circumferentially to a...
This thesis deals with the problem of plastic buckling and collapse of moderately thin-walled tubes ...
International audienceThis paper investigates the large deformations of an extended thick cylindrica...
The nature of the extensional response of anisotropic cylinders, such as helical-wound composite tub...
The plastic instability of thin-walled tubes subjected to internal pressure and independent axial lo...
The main part of this research deals with the elastic stability of a thick slab, a half space, and a...
International audienceThis paper deals with the elastoplastic buckling problem of thick cylindrical ...
We consider small-amplitude deformations of a long thin-walled elastic tube having an initially axia...
We consider small-amplitude deformations of a long thin-walled elastic tube having an initially axia...
International audienceThis paper deals with the elastoplastic buckling problem of thick cylindrical ...
Within the context of finite deformation elasticity theory the problem of deforming an open sector o...
Within the context of finite deformation elasticity theory the problem of deforming an open sector o...
Within the context of finite deformation elasticity theory the problem of deforming an open sector o...
The present paper focuses on the structural stability of long uniformly pressurized thin elastic tub...
This thesis deals with the problem of plastic buckling and collapse of moderately thin-walled tubes ...
A cylindrical elastic tube under uniform radial external pressure will buckle circumferentially to a...
This thesis deals with the problem of plastic buckling and collapse of moderately thin-walled tubes ...
International audienceThis paper investigates the large deformations of an extended thick cylindrica...
The nature of the extensional response of anisotropic cylinders, such as helical-wound composite tub...
The plastic instability of thin-walled tubes subjected to internal pressure and independent axial lo...
The main part of this research deals with the elastic stability of a thick slab, a half space, and a...
International audienceThis paper deals with the elastoplastic buckling problem of thick cylindrical ...
We consider small-amplitude deformations of a long thin-walled elastic tube having an initially axia...
We consider small-amplitude deformations of a long thin-walled elastic tube having an initially axia...
International audienceThis paper deals with the elastoplastic buckling problem of thick cylindrical ...