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On the dynamic behaviour of structural elements carrying elastically mounted, concentrated masses

โœ Scribed by P.A.A. Laura; E.A. Susemihl; J.L. Pombo; L.E. Luisoni; R. Gelos


Publisher
Elsevier Science
Year
1977
Tongue
English
Weight
799 KB
Volume
10
Category
Article
ISSN
0003-682X

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โœฆ Synopsis


The present paper deals with the analysis of certain dynamic aspects of the blhaviour of beams and plates which support elastically mounted masses.

Shear and rotatory inertia effects are not taken into account in the present investigation. An exact solution is presented in the case of a simply supported beam.

This solution can be easily extended to the problem of a simply supported rectangular plate.

It is also shown that use of a variational formulation leads to accurate and simple expressions for natural frequencies and dynamic displacements and stresses which are ideal from a designer's viewpoint. The case of supports elastically restrained against rotation is also considered.

The experimental phase of the investigation shon;ed good agreement with experimental results.


๐Ÿ“œ SIMILAR VOLUMES


On the dynamic behaviour of slender beam
โœ M.A. De Rosa; C. Franciosi; M.J. Maurizi ๐Ÿ“‚ Article ๐Ÿ“… 1996 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 981 KB

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