Vortex-Induced Vibrations of a square prism free to oscillate in the inline direction

2021 ◽  
Vol 102 ◽  
pp. 103237
Author(s):  
Tyler D. Gurian ◽  
Yahya Modarres-Sadeghi
2013 ◽  
Vol 16 (4) ◽  
pp. 341-354 ◽  
Author(s):  
A. Barrero-Gil ◽  
P. Fernandez-Arroyo

2013 ◽  
Vol 17 (1) ◽  
pp. 107-121 ◽  
Author(s):  
A. Barrero-Gil ◽  
P. Fernandez-Arroyo

2005 ◽  
Vol 12 (1) ◽  
pp. 29-44 ◽  
Author(s):  
M. Provansal ◽  
T. Leweke ◽  
L. Schouveiler ◽  
N Aprile

2005 ◽  
Vol 522 ◽  
pp. 215-252 ◽  
Author(s):  
F. FLEMMING ◽  
C. H. K. WILLIAMSON

Author(s):  
Remi Bourguet ◽  
Michael S. Triantafyllou ◽  
Michael Tognarelli ◽  
Pierre Beynet

The fluid-structure energy transfer of a tensioned beam of length to diameter ratio 200, subject to vortex-induced vibrations in linear shear flow, is investigated by means of direct numerical simulation at three Reynolds numbers, from 110 to 1,100. In both the in-line and cross-flow directions, the high-wavenumber structural responses are characterized by mixed standing-traveling wave patterns. The spanwise zones where the flow provides energy to excite the structural vibrations are located mainly within the region of high current where the lock-in condition is established, i.e. where vortex shedding and cross-flow vibration frequencies coincide. However, the energy input is not uniform across the entire lock-in region. This can be related to observed changes from counterclockwise to clockwise structural orbits. The energy transfer is also impacted by the possible occurrence of multi-frequency vibrations.


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