𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Co-rotational dynamic analysis of flexible beams

✍ Scribed by K. Behdinan; M.C. Stylianou; B. Tabarrok


Book ID
104267824
Publisher
Elsevier Science
Year
1998
Tongue
English
Weight
789 KB
Volume
154
Category
Article
ISSN
0045-7825

No coin nor oath required. For personal study only.

✦ Synopsis


The dynamic analysis of beams undergoing large deflections are studied in this work. For simplicity and better undestanding of the basic concepts, we focus attention on two-dimensional analysis of beams. The Euler-Bernoulli hypothesis is employed with the beam undergoing large rotations but small strains. We extend the consistent co-rotational static analysis to dynamic analysis and obtain transient responses of the beam. This paper includes several examples illustrating the implementation and the performance of the co-rotational technique.


πŸ“œ SIMILAR VOLUMES


Dynamic analysis of very flexible beams
✍ R. Fotouhi πŸ“‚ Article πŸ“… 2007 πŸ› Elsevier Science 🌐 English βš– 454 KB

The dynamic analysis of flexible beams with large deformations is difficult and few studies have been performed. In this paper, the vibration analysis of several very flexible beams with large deflections using the finite element approach is studied. The examples were a cantilever beam and rotating

Dynamics of 3-D co-rotational beams
✍ M. A. Crisfield; U. Galvanetto; G. JeleniΔ‡ πŸ“‚ Article πŸ“… 1997 πŸ› Springer 🌐 English βš– 322 KB
A consistent co-rotational finite elemen
✍ Kuo Mo Hsiao; Jer Yan Lin; Wen Yi Lin πŸ“‚ Article πŸ“… 1999 πŸ› Elsevier Science 🌐 English βš– 1021 KB

A co-rotational total Lagrangian finite element formulation for the geometrically nonlinear dynamic analysis of spatial Euler beam with large rotations but small strain, is presented. The nodal coordinates, displacements, rotations, velocities, accelerations, and the equations of motion of the stru

Dynamic stability of a rotating Timoshen
✍ B.A.H. Abbas πŸ“‚ Article πŸ“… 1986 πŸ› Elsevier Science 🌐 English βš– 351 KB

The ettects of rotational speed and root flexibilities on the static buckling loads and on the regions of dynamic instability of a Timoshenko beam are investigated by finite element method. Due to the action of rotation, the buckling loads are increased and the beam becomes less sensitive to periodi