The non-linear vibrations of an elastic beam resting on a non-linear tensionless Winkler foundation subjected to a concentrated load at the centre is presented in this paper. Since the foundation is assumed to be tensionless, the beam may lift off the foundation and there exists different regions na
Non-linear Vibration Of An Extensible Elastic Beam
β Scribed by L. Cveticanin; T. Atanackovic
- Publisher
- Elsevier Science
- Year
- 1994
- Tongue
- English
- Weight
- 346 KB
- Volume
- 177
- Category
- Article
- ISSN
- 0022-460X
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β¦ Synopsis
This paper is concerned with the large amplitude transverse, in-plane vibration of a hinged, initially prestressed, extensible elastic beam. The non-linear partial differential equations that take into account transverse and axial inertial forces, as well as the rotary inertial term, are derived. In deriving the equations the constitutive equations for an extensible elastic beam proposed by PflΓΌger are used. By modal expansion and spatial averaging, the equations of motion are reduced to a system of ordinary differential equations. The solution of this system is studied both analytically and numerically. The general response and the frequency-amplitude relations are presented, and the relations to the static buckling problem are analyzed.
π SIMILAR VOLUMES
The research reported here deals with the non-linear vibration and the static and flutter instabilities of a uniform beam that is elastically supported by a horizontal and vertical spring at each of the two ends of the member. The beam is also subjected to axial and transverse restraints. The axial
The free vibration of an elastically restrained symmetric non-uniform Timoshenko beam resting on a non-uniform elastic foundation and subjected to an axial load is studied. The two coupled governing characteristic differential equations are reduced into two separate fourth order ordinary differentia