Vibrations of a Beam in Variable Contact With a Flat SurfaceSource: Journal of Vibration and Acoustics:;2009:;volume( 131 ):;issue: 004::page 41010DOI: 10.1115/1.3086930Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: We study small vibrations of cantilever beams contacting a rigid surface. We study two cases: the first is a beam that sags onto the ground due to gravity, and the second is a beam that sticks to the ground through reversible adhesion. In both cases, the noncontacting length varies dynamically. We first obtain the governing equations and boundary conditions, including a transversality condition involving an end moment, using Hamilton’s principle. Rescaling the variable length to a constant value, we obtain partial differential equations with time varying coefficients, which, upon linearization, give the natural frequencies of vibration. The natural frequencies for the first case (gravity without adhesion) match that of a clamped-clamped beam of the same nominal length; frequencies for the second case, however, show no such match. We develop simple, if atypical, single degree of freedom approximations for the first modes of these two systems, which provide insights into the role of the static deflection profile, as well as the end moment condition, in determining the first natural frequencies of these systems. Finally, we consider small transverse sinusoidal forcing of the first case and find that the governing equation contains both parametric and external forcing terms. For forcing at resonance, we find that either the internal or the external forcing may dominate.
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contributor author | Arjun Roy | |
contributor author | Anindya Chatterjee | |
date accessioned | 2017-05-09T00:35:58Z | |
date available | 2017-05-09T00:35:58Z | |
date copyright | August, 2009 | |
date issued | 2009 | |
identifier issn | 1048-9002 | |
identifier other | JVACEK-28901#041010_1.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/142265 | |
description abstract | We study small vibrations of cantilever beams contacting a rigid surface. We study two cases: the first is a beam that sags onto the ground due to gravity, and the second is a beam that sticks to the ground through reversible adhesion. In both cases, the noncontacting length varies dynamically. We first obtain the governing equations and boundary conditions, including a transversality condition involving an end moment, using Hamilton’s principle. Rescaling the variable length to a constant value, we obtain partial differential equations with time varying coefficients, which, upon linearization, give the natural frequencies of vibration. The natural frequencies for the first case (gravity without adhesion) match that of a clamped-clamped beam of the same nominal length; frequencies for the second case, however, show no such match. We develop simple, if atypical, single degree of freedom approximations for the first modes of these two systems, which provide insights into the role of the static deflection profile, as well as the end moment condition, in determining the first natural frequencies of these systems. Finally, we consider small transverse sinusoidal forcing of the first case and find that the governing equation contains both parametric and external forcing terms. For forcing at resonance, we find that either the internal or the external forcing may dominate. | |
publisher | The American Society of Mechanical Engineers (ASME) | |
title | Vibrations of a Beam in Variable Contact With a Flat Surface | |
type | Journal Paper | |
journal volume | 131 | |
journal issue | 4 | |
journal title | Journal of Vibration and Acoustics | |
identifier doi | 10.1115/1.3086930 | |
journal fristpage | 41010 | |
identifier eissn | 1528-8927 | |
tree | Journal of Vibration and Acoustics:;2009:;volume( 131 ):;issue: 004 | |
contenttype | Fulltext |