Journal ArticleDOI
Stability of tapered cantilever columns subjected to follower forces
TLDR
In this article, a Galerkin finite element method is used to solve the governing differential equation with variable coefficients, and the effect of the stiffness of the spring hinge on the critical load is also studied.About:
This article is published in Computers & Structures.The article was published on 1976-06-01. It has received 28 citations till now. The article focuses on the topics: Cantilever & Critical load.read more
Citations
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Stability of a Timoshenko beam resting on a Winkler elastic foundation
Sen Yung Lee,Y. H. Kuo,F. Y. Lin +2 more
TL;DR: In this paper, the influence of Winkler elastic foundation modulus, slenderness ratio and elastically restrained boundary conditions on the critical load of a Timoshenko beam subjected to an end follower force is investigated.
Journal ArticleDOI
Elastic stability of non-uniform columns
Sen Yung Lee,Y. H. Kuo +1 more
TL;DR: In this article, a simple and efficient method is proposed to investigate the elastic stability of three different tapered columns subjected to uniformly distributed follower forces and the influences of the boundary conditions and taper ratio on critical buckling loads are investigated.
Journal ArticleDOI
Dynamic stability of cantilevered timoshenko columns subjected to a rocket thrust
Bong Jo Ryu,Y. Sugiyama +1 more
TL;DR: In this article, the dynamic stability of cantilevered Timoshenko columns subjected to a rocket thrust is described, and it is assumed that the thrust force is produced by the installation of a solid rocket motor to the tip end of the column.
Journal ArticleDOI
Stability of tapered cantilever columns subjected to a tip-concentrated follower force with or without damping
TL;DR: In this article, a simple and accurate numerical scheme is used for the determination of critical loads of tapered cantilever columns subjected to a tip-concentrated follower force with and without taking damping into account.
References
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Journal ArticleDOI
Finite element method applied to the problem of stability of a non‐conservative system
TL;DR: In this paper, the finite element method is applied to the stability analysis of structural systems subject to non-conservative forces, and the specific application considered here is the stability of thin-walled members subject to follower forces.
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A finite element method for non‐self‐adjoint problems
TL;DR: In this article, the Galerkin method is applied to the problem of non-self-adjoint problems with the principle of minimum potential energy (MTE). But the method is not suitable for the case of the two-group neutron diffusion equations.
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