Flow-induced vibration of elastically supported rectangular cylinders

dc.contributor.advisor Lowell F. Greimann
dc.contributor.advisor Partha P. Sarkar
dc.contributor.author Garrett, Jeffrey
dc.contributor.department Department of Civil, Construction and Environmental Engineering
dc.date 2018-08-24T22:22:07.000
dc.date.accessioned 2020-07-02T05:58:36Z
dc.date.available 2020-07-02T05:58:36Z
dc.date.copyright Wed Jan 01 00:00:00 UTC 2003
dc.date.issued 2003-01-01
dc.description.abstract <p>Eight rectangular cylinders with aspect ratios that varied from 2 to 7 tested in the wind tunnel at zero degree incidence in a nearly turbulence-free flow field. The models were elastically suspended in the wind tunnel and constrained to a single degree of freedom, vertical motion transverse to the wind flow direction.;Five tests were conducted for every aspect ratio, each with a different system mass. Side plates were utilized to minimize three-dimensional flow effects at the ends of the models and to maximum the two-dimensional flow field.;Prior to testing each model, the following dynamic parameters were determined: natural frequency, mass, stiffness, damping, and Scruton number. Each test began with the model motionless. The wind speed was incrementally increased until vortex-induced transverse vibrations were observed. At each increment of wind speed where transverse vibrations were observed, the maximum amplitude of vibration and the wind speed were recorded.;All models exhibited vortex-induced vibration lock-in during at least one wind regime. Five models exhibited vortex-induced vibration lock-in during two wind regimes. All models exhibited vortex-induced vibration lock-in at the critical reduced velocity predicted by the modified Strouhal number.;Experimental results for each of the forty test cases include the reduced amplitudes and reduced velocities during lock-in, confirmation that lock-in can occur during more than one wind regime, and confirmation that the modified Strouhal number accurately predicts the reduced velocity when lock-in commences.;The relation between the reduced amplitude and the mass/damping parameter was studied. As a result, a parameter for rectangular cylinders was derived as a function of the mass, damping, and geometry of the system. This parameter is analogous to the mass/damping parameter for circular cylinders, the Scruton number. Finally, a single response equation was developed that predicts the amplitude of vortex-induced vibration for a rectangular cylinders with aspect ratios from 2 to 7 utilizing the mass/damping/geometry parameter derived as part of this study.</p>
dc.format.mimetype application/pdf
dc.identifier archive/lib.dr.iastate.edu/rtd/713/
dc.identifier.articleid 1712
dc.identifier.contextkey 6080422
dc.identifier.doi https://doi.org/10.31274/rtd-180813-110
dc.identifier.s3bucket isulib-bepress-aws-west
dc.identifier.submissionpath rtd/713
dc.identifier.uri https://dr.lib.iastate.edu/handle/20.500.12876/79973
dc.language.iso en
dc.source.bitstream archive/lib.dr.iastate.edu/rtd/713/r_3118227.pdf|||Sat Jan 15 01:42:57 UTC 2022
dc.subject.disciplines Civil Engineering
dc.subject.keywords Civil and construction engineering
dc.subject.keywords Civil engineering (Structural engineering)
dc.subject.keywords Structural engineering
dc.title Flow-induced vibration of elastically supported rectangular cylinders
dc.type dissertation
dc.type.genre dissertation
dspace.entity.type Publication
relation.isOrgUnitOfPublication 933e9c94-323c-4da9-9e8e-861692825f91
thesis.degree.level dissertation
thesis.degree.name Doctor of Philosophy
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