Experimental investigation of nonlinear coupled vibrations of bars and plates

The theory presented describes the physical phenomenon of nonlinear coupling of longitudinal and flexural vibrations when a beam is excited transversely at high frequencies. Equations are derived based on the Bernoulli-Euler theory of flexure, by energy methods, to describe the transverse and the lo...

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Main Author: Schneider , Bernd C.
Language:English
Published: University of British Columbia 2011
Subjects:
Online Access:http://hdl.handle.net/2429/35304
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spelling ndltd-UBC-oai-circle.library.ubc.ca-2429-353042018-01-05T17:47:54Z Experimental investigation of nonlinear coupled vibrations of bars and plates Schneider , Bernd C. Vibration The theory presented describes the physical phenomenon of nonlinear coupling of longitudinal and flexural vibrations when a beam is excited transversely at high frequencies. Equations are derived based on the Bernoulli-Euler theory of flexure, by energy methods, to describe the transverse and the longitudinal vibration of a beam of constant cross-section under plane motion. The initial crookedness of the beam and the longitudinal inertia, accounted for in the theory, give rise to the coupled vibrations. No closed form solution is presented. However, a simple analysis of some of the coupling terms suggests the existence of several coupled vibrations. By the method proposed herein, the frequencies of these vibrations can be established. In particular, the theory predicts two longitudinal coupled vibrations with the frequency ratio 1:2. The agreement between the theory and the experimental results is good. The vibrations predicted exist and the frequency ratio for the predicted longitudinal vibrations was 1:2. Further, the experimental results indicate that there are more longitudinal vibrations than indicated by the theory. A longitudinal coupled vibration at three times the frequency of transverse excitation was recorded. There are indications in the data that coupled flexural vibrations at twice the frequency of transverse excitation exist. A circular plate centrally supported and transversely excited was also tested. Two pronounced resonant radial vibrations were recorded. The frequency ratio was 1:2. Coupled flexural vibrations were not identified. The influence of the longitudinal vibration on the flexural vibration of the beam is examined. The limitations of the theory, of the experiment, and the significance of the resonant strains is discussed. Applied Science, Faculty of Mechanical Engineering, Department of Graduate 2011-06-08T21:27:40Z 2011-06-08T21:27:40Z 1969 Text Thesis/Dissertation http://hdl.handle.net/2429/35304 eng For non-commercial purposes only, such as research, private study and education. Additional conditions apply, see Terms of Use https://open.library.ubc.ca/terms_of_use. University of British Columbia
collection NDLTD
language English
sources NDLTD
topic Vibration
spellingShingle Vibration
Schneider , Bernd C.
Experimental investigation of nonlinear coupled vibrations of bars and plates
description The theory presented describes the physical phenomenon of nonlinear coupling of longitudinal and flexural vibrations when a beam is excited transversely at high frequencies. Equations are derived based on the Bernoulli-Euler theory of flexure, by energy methods, to describe the transverse and the longitudinal vibration of a beam of constant cross-section under plane motion. The initial crookedness of the beam and the longitudinal inertia, accounted for in the theory, give rise to the coupled vibrations. No closed form solution is presented. However, a simple analysis of some of the coupling terms suggests the existence of several coupled vibrations. By the method proposed herein, the frequencies of these vibrations can be established. In particular, the theory predicts two longitudinal coupled vibrations with the frequency ratio 1:2. The agreement between the theory and the experimental results is good. The vibrations predicted exist and the frequency ratio for the predicted longitudinal vibrations was 1:2. Further, the experimental results indicate that there are more longitudinal vibrations than indicated by the theory. A longitudinal coupled vibration at three times the frequency of transverse excitation was recorded. There are indications in the data that coupled flexural vibrations at twice the frequency of transverse excitation exist. A circular plate centrally supported and transversely excited was also tested. Two pronounced resonant radial vibrations were recorded. The frequency ratio was 1:2. Coupled flexural vibrations were not identified. The influence of the longitudinal vibration on the flexural vibration of the beam is examined. The limitations of the theory, of the experiment, and the significance of the resonant strains is discussed. === Applied Science, Faculty of === Mechanical Engineering, Department of === Graduate
author Schneider , Bernd C.
author_facet Schneider , Bernd C.
author_sort Schneider , Bernd C.
title Experimental investigation of nonlinear coupled vibrations of bars and plates
title_short Experimental investigation of nonlinear coupled vibrations of bars and plates
title_full Experimental investigation of nonlinear coupled vibrations of bars and plates
title_fullStr Experimental investigation of nonlinear coupled vibrations of bars and plates
title_full_unstemmed Experimental investigation of nonlinear coupled vibrations of bars and plates
title_sort experimental investigation of nonlinear coupled vibrations of bars and plates
publisher University of British Columbia
publishDate 2011
url http://hdl.handle.net/2429/35304
work_keys_str_mv AT schneiderberndc experimentalinvestigationofnonlinearcoupledvibrationsofbarsandplates
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