An experimental and theoretical investigation into the influence of hysteretic damping on the dynamic behavior of a three-beam structure

<p>In this thesis, we theoretically and experimentally investigate the linear and nonlinear dynamic behavior of a frame structure, which frequently occurs in engineering applications. The structure consists of three continuous steel beams that are connected by two brass hinges. Experimental mo...

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Main Author: Fiedler, Lars
Other Authors: Engineering Mechanics
Format: Dissertation
Published: Virginia Tech 2014
Subjects:
Online Access:http://hdl.handle.net/10919/41174
http://scholar.lib.vt.edu/theses/available/etd-02162010-020257/
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spelling ndltd-VTETD-oai-vtechworks.lib.vt.edu-10919-411742020-06-13T15:32:53Z An experimental and theoretical investigation into the influence of hysteretic damping on the dynamic behavior of a three-beam structure Fiedler, Lars Engineering Mechanics Nayfeh, Ali H. Mook, Dean T. Heller, Robert A. frame structures LD5655.V851 1996.F543 <p>In this thesis, we theoretically and experimentally investigate the linear and nonlinear dynamic behavior of a frame structure, which frequently occurs in engineering applications. The structure consists of three continuous steel beams that are connected by two brass hinges. Experimental modal analysis indicates that the obtained natural frequencies are highly sensitive to changes in the oscillation amplitude, even for small motions. Thus, the amplitude range where linear responses can be expected is, in practice, very small. Instead, a strong nonlinear behavior is exhibited by the experimentally obtained backbone curves for small vibrations. Furthermore, the experimentally obtained frequency-response curves exhibit jump phenomena.</p> <p> We investigated experimentally whether the nonlinear dynamic characteristics of the structure are the result of modal interactions, such as internal and combination resonances. We were unable to activate any of these resonances. Next, we investigated whether these characteristics are due to geometric, inertia, material, or damping nonlinearities. The answer is again negative. Finally, we examined the nonideal dynamic characteristics of the hinges. We found that stiffness degradation hysteretic damping in the hinges is the best model that explains the observed nonlinear dynamic behavior. A multilinear stiffness degradation model was used to describe the overall hysteretic load-displacement relation. An approximate analytical approach was used to compute the steady-state response of the structure to a harmonic excitation. A good qualitative agreement between the computations and the experimental results was obtained.</p> Master of Science 2014-03-14T21:29:51Z 2014-03-14T21:29:51Z 1996-02-05 2010-02-16 2010-02-16 2010-02-16 Master's project etd-02162010-020257 http://hdl.handle.net/10919/41174 http://scholar.lib.vt.edu/theses/available/etd-02162010-020257/ LD5655.V851_1996.F543.pdf BTD application/pdf Virginia Tech
collection NDLTD
format Dissertation
sources NDLTD
topic frame structures
LD5655.V851 1996.F543
spellingShingle frame structures
LD5655.V851 1996.F543
Fiedler, Lars
An experimental and theoretical investigation into the influence of hysteretic damping on the dynamic behavior of a three-beam structure
description <p>In this thesis, we theoretically and experimentally investigate the linear and nonlinear dynamic behavior of a frame structure, which frequently occurs in engineering applications. The structure consists of three continuous steel beams that are connected by two brass hinges. Experimental modal analysis indicates that the obtained natural frequencies are highly sensitive to changes in the oscillation amplitude, even for small motions. Thus, the amplitude range where linear responses can be expected is, in practice, very small. Instead, a strong nonlinear behavior is exhibited by the experimentally obtained backbone curves for small vibrations. Furthermore, the experimentally obtained frequency-response curves exhibit jump phenomena.</p> <p> We investigated experimentally whether the nonlinear dynamic characteristics of the structure are the result of modal interactions, such as internal and combination resonances. We were unable to activate any of these resonances. Next, we investigated whether these characteristics are due to geometric, inertia, material, or damping nonlinearities. The answer is again negative. Finally, we examined the nonideal dynamic characteristics of the hinges. We found that stiffness degradation hysteretic damping in the hinges is the best model that explains the observed nonlinear dynamic behavior. A multilinear stiffness degradation model was used to describe the overall hysteretic load-displacement relation. An approximate analytical approach was used to compute the steady-state response of the structure to a harmonic excitation. A good qualitative agreement between the computations and the experimental results was obtained.</p> === Master of Science
author2 Engineering Mechanics
author_facet Engineering Mechanics
Fiedler, Lars
author Fiedler, Lars
author_sort Fiedler, Lars
title An experimental and theoretical investigation into the influence of hysteretic damping on the dynamic behavior of a three-beam structure
title_short An experimental and theoretical investigation into the influence of hysteretic damping on the dynamic behavior of a three-beam structure
title_full An experimental and theoretical investigation into the influence of hysteretic damping on the dynamic behavior of a three-beam structure
title_fullStr An experimental and theoretical investigation into the influence of hysteretic damping on the dynamic behavior of a three-beam structure
title_full_unstemmed An experimental and theoretical investigation into the influence of hysteretic damping on the dynamic behavior of a three-beam structure
title_sort experimental and theoretical investigation into the influence of hysteretic damping on the dynamic behavior of a three-beam structure
publisher Virginia Tech
publishDate 2014
url http://hdl.handle.net/10919/41174
http://scholar.lib.vt.edu/theses/available/etd-02162010-020257/
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