The linear dynamic behaviour of a uniform beam with its cross-section having at least two symmetry axes (the shear centre is coincident with the centroid), rotating with constant velocity about its longitudinal axis and carrying an axial dead load is analyzed. Internal damping is also considered by
DYNAMIC RESPONSE OF A CONSTRAINED AXIALLY LOADED BEAM
β Scribed by I. SVENSSON
- Publisher
- Elsevier Science
- Year
- 2002
- Tongue
- English
- Weight
- 200 KB
- Volume
- 252
- Category
- Article
- ISSN
- 0022-460X
No coin nor oath required. For personal study only.
β¦ Synopsis
A dynamic beam system loaded harmonically in the axial direction and constrained in the transverse direction is modelled using di!erent theoretical descriptions. Results from an experimental set-up are compared to calculations using Bernoulli as well as Timoshenko beam theories. Some results from investigations of this beam system unveiling its chaotic nature have earlier been presented, but here the re"ning of Timoshenko theory is done in order to get a better understanding of the in#uence of the impacts on the beam motion. The free motion of the beam is described as a "nite sum of modes, while at impact an in"nite number of modes is considered, albeit approximately. These ideas were also used for the Bernoulli beam, but modi"cations will be made here to account for the modal equations of fourth order in time for the Timoshenko beam. The investigation is complemented with new experiments.
π SIMILAR VOLUMES
The problem of transverse vibrations of homogeneous isotropic rotating beams due to the passage of dierent types of loads is of considerable practical interest. Using analytical and numerical methods, this paper investigates the stochastic dynamic response of a rotating simply supported beam subject
The free vibration response of an axially moving string and Euler-Bernoulli beam supported by an intermediate elastic constraint is studied. The transfer function method is used to formulate the free response solution. For the beam, the elastic constraint can consist of either a transverse spring or
The transverse vibration of a beam with intermediate point constraints subject to a moving load is analyzed by using the Euler beam theory and the assumed mode method. The point constraints in the form of supports are assumed to be linear springs of large stiffness. Results of numerical simulations