AbstractThe paper provides an exact analytical solution for the equilibrium configurations of a cantilever rod subject to inclined force and tip moment acting on its free end. The solution is given in terms of Jacobi’s elliptical functions and illustrated by several numerical examples and several graphical presentations of shapes of deformed cantilevers. Possible forms of the underlying elastica of a cantilever are discussed in detail, and various simple formulas are given for calculating the characteristic dimensions of the elastica. For the case when a cantilever is subject only to applied force, three load conditions are discussed: the follower load problem, the load determination problem, and the conservative load problem. For all cases...
International audienceWe present a theoretical and numerical framework to compute bifurcations of eq...
The method of two-sided evaluations is extended to the problems of stability of an elastic non-unifo...
An exact non-linear formulation of the equilibrium of elastic prismatic rods subjected to compressio...
AbstractThe paper provides an exact analytical solution for the equilibrium configurations of a cant...
A thin, flexible, one side-built-in rod under a concentrated terminal force is studied in its elast...
We investigate the problem of the straight, inextensible and unshearable clamped-free elastic rod su...
This thesis examines two problems involving the equilibrium configurations of intrinsically straight...
In this paper an approach is described for determining equilibrium states of a rigid body suspended ...
The buckling and postbuckling of a shear-deformable cantilever is studied using Reissners geometrica...
In this paper we derive the analytic solutions for the statics of cantilever soft arm under external...
International audienceA general-purpose method is presented and implemented to express analytically ...
AbstractWe consider the problem of Nicolai on dynamic stability of an elastic cantilever rod loaded ...
Post-buckling analysis of a uniform cantilever column under a tip concentrated subtangential followe...
The stress induced in a loaded beam will not exceed some threshold, but also its maximum deflection,...
The goal of this paper is to present an analytical solution for large planar displacements of cantil...
International audienceWe present a theoretical and numerical framework to compute bifurcations of eq...
The method of two-sided evaluations is extended to the problems of stability of an elastic non-unifo...
An exact non-linear formulation of the equilibrium of elastic prismatic rods subjected to compressio...
AbstractThe paper provides an exact analytical solution for the equilibrium configurations of a cant...
A thin, flexible, one side-built-in rod under a concentrated terminal force is studied in its elast...
We investigate the problem of the straight, inextensible and unshearable clamped-free elastic rod su...
This thesis examines two problems involving the equilibrium configurations of intrinsically straight...
In this paper an approach is described for determining equilibrium states of a rigid body suspended ...
The buckling and postbuckling of a shear-deformable cantilever is studied using Reissners geometrica...
In this paper we derive the analytic solutions for the statics of cantilever soft arm under external...
International audienceA general-purpose method is presented and implemented to express analytically ...
AbstractWe consider the problem of Nicolai on dynamic stability of an elastic cantilever rod loaded ...
Post-buckling analysis of a uniform cantilever column under a tip concentrated subtangential followe...
The stress induced in a loaded beam will not exceed some threshold, but also its maximum deflection,...
The goal of this paper is to present an analytical solution for large planar displacements of cantil...
International audienceWe present a theoretical and numerical framework to compute bifurcations of eq...
The method of two-sided evaluations is extended to the problems of stability of an elastic non-unifo...
An exact non-linear formulation of the equilibrium of elastic prismatic rods subjected to compressio...