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Timoshenko beam theory

About: Timoshenko beam theory is a research topic. Over the lifetime, 9426 publications have been published within this topic receiving 200570 citations.


Papers
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Journal ArticleDOI
TL;DR: In this article, the stiffness and mass matrices of a rotating twisted and tapered beam element were derived and the effects of shear deformation and rotary inertia were also considered in deriving the elemental matrices.

143 citations

Journal ArticleDOI
TL;DR: In this paper, the dynamic behavior of a multi-span continuous beam traversed by a moving mass at a constant velocity is investigated, in which it is assumed that each span of the continuous beam obeys uniform Euler-Bernoulli beam theory.

143 citations

Journal ArticleDOI
TL;DR: In this article, the authors presented a finite element model with nodal degrees of freedom which can satisfy all the forced and natural boundary conditions of a Timoshenko beam, and the mass and stiffness matrices of the element were derived from kinetic and strain energies by assigning polynomial expressions for total deflection and bending slope.

143 citations

Journal ArticleDOI
TL;DR: In this paper, the stabilisation de la poutre de Timoshenko is discussed, and a seule force de controle is utilised to stabilise the situation of Timoshenko.
Abstract: Resume Dans cette Note on etudie la stabilisation de la poutre de Timoshenko. Pour ce faire on utilise une seule force de controle.

142 citations

Journal ArticleDOI
TL;DR: In this article, the second-order terms associated with geometric nonlinearity were introduced into the basic equation of generalized beam theory to give rise to simple explicit equations for the load to cause buckling in individual modes under either axial load or uniform bending moment.

142 citations


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Performance
Metrics
No. of papers in the topic in previous years
YearPapers
2023194
2022437
2021509
2020487
2019540
2018508