Results 251 to 260 of about 87,666 (303)

Cantilever Beam Resonators

2002
Micromachined resonant sensors have been investigated in recent years for various sensor applications [52]. In a mechanical resonant sensor the measurand affects a characteristic of the oscillation of a solid structure. In most resonant sensors a change of the resonance frequency is detected, but also vibration amplitude, phase and quality factor are ...
D. Lange, O. Brand, H. Baltes
openaire   +1 more source

The damping of sandwich cantilever beam

Journal of the Chinese Institute of Engineers, 1979
Abstract The natural vibration damping of sandwich cantilever beam has been investigated. A theoretical development for damping calculation has been carried out by considering shear force, normal force and bending moment for both face and core layers. The ratio of thickness between the face and core layer is not constrained.
Chun‐Yen Kuo, Ru‐Yih Sun
openaire   +1 more source

LARGE DEFLECTIONS OF CANTILEVER BEAMS

Transactions of the Canadian Society for Mechanical Engineering, 1991
In this research a method is presented to study the alternate equilibrium configurations of a cantilever beam subjected to a uniform gravitational distributed load. The prismatic cantilever beam is assumed to be initially straight in addition to its material being homogeneous, elastic, and isotropic.
S. Navaee, R.E. Elling
openaire   +1 more source

Bending Frequency of a Rotating Cantilever Beam

Journal of Applied Mechanics, 1958
Abstract The stiffening effect of the centrifugal forces on the first-mode bending frequency of a rotating cantilever beam of uniform cross section is investigated by means of the method of successive approximations. It depends upon the angle made by the minor axis of inertia with the direction of the circumferential velocity.
openaire   +2 more sources

A Thin Cantilever Beam in a Flow

AIP Conference Proceedings, 2011
We study the small vibrations of a thin flexible beam immersed in a laminar flow, in which we assume the dominant restoring force in most of the domain is tension due to the shear stress, while bending elasticity plays a small but non‐negligible role. A linearized description is considered, which is reduced to an eigenvalue problem.
Yossi Farjoun, David G. Schaeffer, Theodore E. Simos, George Psihoyios, Ch. Tsitouras, Zacharias Anastassi   +5 more
openaire   +1 more source

Cantilever beam equilibrium configurations

International Journal of Solids and Structures, 2005
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Batista, M., Kosel, F.
openaire   +1 more source

Material damping of cantilever beams

Journal of Sound and Vibration, 1982
Abstract In this paper, a method for estimating material damping in a cantilever beam is reported. This method shows that the damping can be calculated in terms of the stress distribution functions for each mode of vibration and the damping-stress function.
Y. Kume, F. Hashimoto, S. Maeda
openaire   +1 more source

DEFLECTION OF A FLEXURAL CANTILEVER BEAM

Transactions of the Canadian Society for Mechanical Engineering, 1993
The behaviour of a flexural elasto-plastic cantilever beam is investigated in which geometric nonlinearities are considered. The result of an elastica analysis by Frisch-Fay [1] is extended to include post-yield behaviour. Although a closed-form solution is not possible, as in the elastic case, simple algebraic equations are derived involving only one
A.N. Sherbourne, F. Lu
openaire   +1 more source

Modal analysis of the cantilever beam

Proceedings of the 14th International Carpathian Control Conference (ICCC), 2013
Laboratory model for an active vibration control was developed at the Department of Control System and Instrumentation, Technical University Ostrava. The decaying rate of a steel cantilever beam was considerably reduced on this model due to the usage of the piezoactuators as a feedback from vibration.
Pavel Suranek, Miroslav Mahdal, Jiri Tuma, Jaromir Zavadil   +3 more
openaire   +1 more source

Stability of Monosymmetric Beams and Cantilevers

Journal of the Structural Division, 1972
There is a shortage of information on the elastic flexural-torsional buckling of monosymmetric cantilevers, while some differences of opinion exist on the effects of monosymmetry. The buckling of beams and cantilevers is studied in this paper, and theoretical critical loads are tabulated for a wide range of sections.
John M. Anderson, Nicholas S. Trahair
openaire   +1 more source