๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Timoshenko beam finite elements

โœ Scribed by D.L. Thomas; J.M. Wilson; R.R. Wilson


Publisher
Elsevier Science
Year
1973
Tongue
English
Weight
688 KB
Volume
31
Category
Article
ISSN
0022-460X

No coin nor oath required. For personal study only.

โœฆ Synopsis


During the past few years, a number of different finite elements for Timoshenko beams have been published. These formulations are reviewed and a new element which has three degrees of freedom at each of two nodes is presented. The rates of convergence of a number of the elements are compared by calculating the natural frequencies of two cantilever beams. It is shown that most of the published elements with two nodes and two degrees of freedom at each node are transformations of the same basic element and that, of the more complex elements considered, only the new element converges as quickly as this element.


๐Ÿ“œ SIMILAR VOLUMES


Unified Timoshenko beam finite element
โœ A.W. Lees; D.L. Thomas ๐Ÿ“‚ Article ๐Ÿ“… 1982 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 784 KB
Variational correctness and Timoshenko b
โœ P. Jafarali; Mohammed Ameen; Somenath Mukherjee; Gangan Prathap ๐Ÿ“‚ Article ๐Ÿ“… 2007 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 237 KB

The finite element discretisation of the two-noded Timoshenko beam element for elastodynamics offers very interesting insights into the error analysis aspects of the formulation. In this paper, the relatively different order of convergence of the two spectra of the Timoshenko beam theory, and the ex

VIBRATIONS OF TIMOSHENKO BEAMS BY VARIAB
โœ A. Houmat ๐Ÿ“‚ Article ๐Ÿ“… 1995 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 330 KB

This paper presents a four-node Timoshenko beam finite element with variable degrees of freedom. Both the element transverse displacement and the rotation of the beam cross-section are described by a cubic polynomial plus a variable number of trigonometric sine terms. The polynomial terms are used t