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 |
File
Original bundle
1 - 1 of 1
No Thumbnail Available
- Name:
- r_3118227.pdf
- Size:
- 4.17 MB
- Format:
- Adobe Portable Document Format
- Description: