| Authors | Mehdi Raghebi |
| Journal | FME Transactions |
| Page number | 615-626 |
| Serial number | 49 |
| Volume number | 3 |
| Paper Type | Full Paper |
| Published At | 2021 |
| Journal Grade | ISI |
| Journal Type | Electronic |
| Journal Country | Iran, Islamic Republic Of |
| Journal Index | Scopus |
Abstract
Curved beams are used so much in the arches and railway bridges and
equipments for amusement parks. There are few reports about the curved
beam with the effects of both the shear deformation and rotary inertias. In
this paper, a new finite element model investigates to analyze In-Plane
vibration of a curved Timoshenko beam. The Stiffness and mass matrices of
the curved beam element was obtained from the force-displacement
relations and the kinetic energy equations, respectively. Assembly of the
elemental property matrices is simple and without need to transformation
matrix because of using the local polar coordinate system. The natural
frequencies of curved Euler-Bernoulli beam with large thickness are not
sufficiently accurate. In this case, using the curved Timoshenko beam
element is necessary. Moreover, the influence of vibration absorber is
discussed on the natural frequencies of the curved beam.
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