๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Influence of constrained stepped layer on the response of a beam

โœ Scribed by P.K. Roy; N. Ganesan


Publisher
Elsevier Science
Year
1992
Tongue
English
Weight
202 KB
Volume
154
Category
Article
ISSN
0022-460X

No coin nor oath required. For personal study only.


๐Ÿ“œ SIMILAR VOLUMES


Influence of constrained damping layer o
โœ T.C. Ramesh; N. Ganesan ๐Ÿ“‚ Article ๐Ÿ“… 1995 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 929 KB

The influence of a constrained damping layer on the resonant response of orthotropic cylindrical shells to different types of loading is studied. The material damping in the composite facings is also accounted for in the analysis. Parametric studies are carried out using the finite element method fo

DYNAMIC RESPONSE OF A CONSTRAINED AXIALL
โœ I. SVENSSON ๐Ÿ“‚ Article ๐Ÿ“… 2002 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 200 KB

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 in

Influence of zero locations on the numbe
โœ Mario El-Khoury; Oscar D. Crisalle; Roland Longchamp ๐Ÿ“‚ Article ๐Ÿ“… 1993 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 338 KB

A new bounding theorem for the number of extrema that may occur in the step-response of a stable linear system is presented. The derivation of an easily-computed upper bound is given to complement literature results which have previously established the existence of a lower bound. The theorem requir

Random Response of a Plate Partially Cov
โœ M.R. Garrison; R.N. Miles; J.Q. Sun; W. Bao ๐Ÿ“‚ Article ๐Ÿ“… 1994 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 427 KB

An analysis is presented of the random vibration of a plate which is partially covered by a constrained layer damper that incorporates a spacer layer to enhance damping effectiveness. The spacer layer is assumed to be rigid in shear and to have no bending stiffness. The spacer enhances the damping e