Unsteady behaviour of a heterogeneous elastic beam floating on shallow water
โ Scribed by I.V. Sturova
- Publisher
- Elsevier Science
- Year
- 2008
- Tongue
- English
- Weight
- 439 KB
- Volume
- 72
- Category
- Article
- ISSN
- 0021-8928
No coin nor oath required. For personal study only.
โฆ Synopsis
The unsteady behaviour of a thin elastic Euler beam with heterogeneous structural properties, floating freely on the surface of an ideal incompressible liquid is investigated using the linear theory. The unsteady behaviour of the beam is due to the incidence of a localized wave on its surface or initial deformation. Two methods of solving the problem are proposed in which the sagging of the beam is sought in the form of an expansion in eigenfunctions of the oscillations of a heterogeneous beam (the first method) or of a homogeneous beam (the second method) in the void. In both methods the problem is reduced to solving an infinite system of ordinary differential equations for the unknown amplitudes. The effect of different actions on a beam having a piecewise-constant distribution of the cylindrical stiffness and the specific mass is investigated. The eigenvalues of the systems of differential equations are determined.
๐ SIMILAR VOLUMES
The steady-state behaviour of a floating elastic plate of bounded dimensions acted upon by a localized external load is investigated using linear shallow water theory. In the case of a plate of arbitrary shape, the problem reduces to solving a system of boundary-value integral equations supplemented
The scattering of long gravitational waves by a floating elastic plate is investigated using linear shallow-water theory. For a plate of arbitrary shape, the solution of the problem is reduced to a system of boundary integral equations. Using the example of a rectangular plate, the solution obtained
The dynamic behaviour of a slender beam carrying a concentrated mass at an arbitrary abscissa is examined. The beam is supposed to be elastically restrained against the rotation and the translation at both the ends, so that it is possible to study all the common boundary conditions. First, the exact