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sensor is used. The three-dimensional fluid velocity results show
sensor is used. The three-dimensional fluid velocity results show
shedding vortices behind the structure, which reaches the second
shedding vortices behind the structure, which reaches the second
swiveling mode with a frequency of about \mbox{$11.2$ Hz}
swiveling mode with a frequency of about 11.2 Hz
corresponding to a Strouhal number of \mbox{St = $0.177$}. Providing
corresponding to a Strouhal number of St = 0.177. Providing
phase-averaged flow and structure measurements precise experimental
phase-averaged flow and structure measurements precise experimental
data for coupled computational fluid dynamics (CFD) and
data for coupled computational fluid dynamics (CFD) and
computational structure dynamics (CSD) validations are available for
computational structure dynamics (CSD) validations are available for
this new benchmark case denoted FSI-PfS-2a. The test case possesses
this new benchmark case denoted FSI-PfS-2a. The test case possesses
four main advantages: (i) The geometry is rather simple; (ii)
four main advantages:  
Kinematically, the rotation of the front cylinder is avoided; (iii)
 
The boundary conditions are well defined; (iv) Nevertheless, the
(i) The geometry is rather simple;  
resulting flow features and structure displacements are challenging
(ii) Kinematically, the rotation of the front cylinder is avoided;  
from the computational point of view. In addition to the flow field
(iii) The boundary conditions are well defined;  
and displacement data a PIV-based force calculation method is used
(iv) Nevertheless, the resulting flow features and structure displacements are challenging
to estimate the lift and drag coefficients of the moving structure.
from the computational point of view.  





Revision as of 07:18, 17 December 2013

Fluid-structure interaction II

Front Page

Description

Test Case Studies

Evaluation

Best Practice Advice

References

Flows Around Bodies

Underlying Flow Regime 2-14

Abstract

The investigation of the bidirectional coupling between a fluid flow and a structure motion is a growing branch of research in science and industry. Applications of so-called fluid-structure interactions (FSI) are widespread. To improve coupled numerical FSI simulations, generic experimental benchmark studies of the fluid and the structure are necessary. In this work, the coupling of a vortex-induced periodic deformation of a flexible structure mounted behind a rigid cylinder and a fully turbulent water flow performed at a Reynolds number of \mbox{Re = $30,470$} is experimentally investigated with a planar particle image velocimetry (PIV) and a volumetric three-component velocimetry (V3V) system. To determine the structure displacements a multiple-point laser triangulation sensor is used. The three-dimensional fluid velocity results show shedding vortices behind the structure, which reaches the second swiveling mode with a frequency of about 11.2 Hz corresponding to a Strouhal number of St = 0.177. Providing phase-averaged flow and structure measurements precise experimental data for coupled computational fluid dynamics (CFD) and computational structure dynamics (CSD) validations are available for this new benchmark case denoted FSI-PfS-2a. The test case possesses four main advantages:

(i) The geometry is rather simple; 
(ii) Kinematically, the rotation of the front cylinder is avoided; 
(iii) The boundary conditions are well defined; 
(iv) Nevertheless, the resulting flow features and structure displacements are challenging

from the computational point of view.





Contributed by: Andreas Kalmbach, Guillaume De Nayer, Michael Breuer — Helmut-Schmidt Universität Hamburg

Front Page

Description

Test Case Studies

Evaluation

Best Practice Advice

References


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