Simulation of vortex induced vibration of a bluff body structure

Understanding Vortex induced vibration (VIV) phenomenon is essential as it plays important role in designing marine risers which used in oil extraction from the seabed to the offshore platforms were exposed to external flows that may trigger dangerous VIV oscillations. The present two-dimensional nu...

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Main Author: Malik Fesal, Siti Natasha
Format: Thesis
Language:English
English
English
Published: 2015
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spelling my-uthm-ep.14862021-10-03T07:43:22Z Simulation of vortex induced vibration of a bluff body structure 2015-07 Malik Fesal, Siti Natasha QA801-939 Analytic mechanics Understanding Vortex induced vibration (VIV) phenomenon is essential as it plays important role in designing marine risers which used in oil extraction from the seabed to the offshore platforms were exposed to external flows that may trigger dangerous VIV oscillations. The present two-dimensional numerical simulations of circular bluff body is a continuation of previous efforts trying to study the effect of frequency and amplitudes of the cylinder oscillation that is confined in the cross-flow and inline flow separately. The k-ε turbulence model is used to simulate the turbulent flow to evaluate the drag and lift coefficient of circular towards the flow characteristics which used time independent test (transient) and tested at different Reynolds number between 10000 and 100000 with uniform velocities of 1.35m/s and 13.5m/s. Results from dynamic response of a cylinder bluff body vibrating at frequencies variation of 1.48 Hz, 2.77 Hz and 3 Hz within 0.3m, 0.5m and 0.7m amplitudes variation were observed in this study. It is shown that for inline flow, the vibration at 0.3m amplitude is significantly low for drag and lift coefficient value for Re at 100000 compared to Re at10000. Meanwhile for the cross flow value it is observed that gives high percentages with 39% of drag coefficient and with 59% of lift coefficient compare to inline flow at high amplitude. However at low mode amplitude the cross flow contributes more with 19% of drag coefficient and 11% for lift coefficient compare to inline flow. The result also show that the cylinder oscillate higher at frequency shedding value with higher magnitude for the cross flow compare to the inline flow. Consequently, in order to get better performance, the vortex modes in the wake of oscillating cylinder have been found to be dependent on the amplitude distribution along the length of the model. The results concludes that in order to avoid inevitable vibration it is advisable by increasing damping or splitter when designing marine riser to generate more stable vortex shedding frequency. 2015-07 Thesis http://eprints.uthm.edu.my/1486/ http://eprints.uthm.edu.my/1486/2/SITI%20NATASHA%20MALIK%20FESAL%20COPYRIGHT%20DECLARATION.pdf text en staffonly http://eprints.uthm.edu.my/1486/1/24p%20SITI%20NATASHA%20MALIK%20FESAL.pdf text en public http://eprints.uthm.edu.my/1486/3/SITI%20NATASHA%20MALIK%20FESAL%20WATERMARK.pdf text en validuser mphil masters Universiti Tun Hussein Onn Malaysia Faculty of Mechanical and Manufacturing Engineering
institution Universiti Tun Hussein Onn Malaysia
collection UTHM Institutional Repository
language English
English
English
topic QA801-939 Analytic mechanics
spellingShingle QA801-939 Analytic mechanics
Malik Fesal, Siti Natasha
Simulation of vortex induced vibration of a bluff body structure
description Understanding Vortex induced vibration (VIV) phenomenon is essential as it plays important role in designing marine risers which used in oil extraction from the seabed to the offshore platforms were exposed to external flows that may trigger dangerous VIV oscillations. The present two-dimensional numerical simulations of circular bluff body is a continuation of previous efforts trying to study the effect of frequency and amplitudes of the cylinder oscillation that is confined in the cross-flow and inline flow separately. The k-ε turbulence model is used to simulate the turbulent flow to evaluate the drag and lift coefficient of circular towards the flow characteristics which used time independent test (transient) and tested at different Reynolds number between 10000 and 100000 with uniform velocities of 1.35m/s and 13.5m/s. Results from dynamic response of a cylinder bluff body vibrating at frequencies variation of 1.48 Hz, 2.77 Hz and 3 Hz within 0.3m, 0.5m and 0.7m amplitudes variation were observed in this study. It is shown that for inline flow, the vibration at 0.3m amplitude is significantly low for drag and lift coefficient value for Re at 100000 compared to Re at10000. Meanwhile for the cross flow value it is observed that gives high percentages with 39% of drag coefficient and with 59% of lift coefficient compare to inline flow at high amplitude. However at low mode amplitude the cross flow contributes more with 19% of drag coefficient and 11% for lift coefficient compare to inline flow. The result also show that the cylinder oscillate higher at frequency shedding value with higher magnitude for the cross flow compare to the inline flow. Consequently, in order to get better performance, the vortex modes in the wake of oscillating cylinder have been found to be dependent on the amplitude distribution along the length of the model. The results concludes that in order to avoid inevitable vibration it is advisable by increasing damping or splitter when designing marine riser to generate more stable vortex shedding frequency.
format Thesis
qualification_name Master of Philosophy (M.Phil.)
qualification_level Master's degree
author Malik Fesal, Siti Natasha
author_facet Malik Fesal, Siti Natasha
author_sort Malik Fesal, Siti Natasha
title Simulation of vortex induced vibration of a bluff body structure
title_short Simulation of vortex induced vibration of a bluff body structure
title_full Simulation of vortex induced vibration of a bluff body structure
title_fullStr Simulation of vortex induced vibration of a bluff body structure
title_full_unstemmed Simulation of vortex induced vibration of a bluff body structure
title_sort simulation of vortex induced vibration of a bluff body structure
granting_institution Universiti Tun Hussein Onn Malaysia
granting_department Faculty of Mechanical and Manufacturing Engineering
publishDate 2015
url http://eprints.uthm.edu.my/1486/2/SITI%20NATASHA%20MALIK%20FESAL%20COPYRIGHT%20DECLARATION.pdf
http://eprints.uthm.edu.my/1486/1/24p%20SITI%20NATASHA%20MALIK%20FESAL.pdf
http://eprints.uthm.edu.my/1486/3/SITI%20NATASHA%20MALIK%20FESAL%20WATERMARK.pdf
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