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= Abstract =
= Abstract =


  The investigation of the bidirectional coupling between a fluid flow
The investigation of the bidirectional coupling between a fluid flow
  and a structure motion is a growing branch of research in science
and a structure motion is a growing branch of research in science
  and industry. Applications of so-called fluid-structure interactions
and industry. Applications of so-called fluid-structure interactions
  (FSI) are widespread. To improve coupled numerical FSI simulations,
(FSI) are widespread. To improve coupled numerical FSI simulations,
  generic experimental benchmark studies of the fluid and the
generic experimental benchmark studies of the fluid and the
  structure are necessary. In this work, the coupling of a
structure are necessary. In this work, the coupling of a
  vortex-induced periodic deformation of a flexible structure mounted
vortex-induced periodic deformation of a flexible structure mounted
  behind a rigid cylinder and a fully turbulent water flow performed
behind a rigid cylinder and a fully turbulent water flow performed
  at a Reynolds number of \mbox{Re = $30,470$} is experimentally
at a Reynolds number of \mbox{Re = $30,470$} is experimentally
  investigated with a planar particle image velocimetry (PIV) and a
investigated with a planar particle image velocimetry (PIV) and a
  volumetric three-component velocimetry (V3V) system. To determine
volumetric three-component velocimetry (V3V) system. To determine
  the structure displacements a multiple-point laser triangulation
the structure displacements a multiple-point laser triangulation
  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 \mbox{$11.2$ Hz}
  corresponding to a Strouhal number of \mbox{St = $0.177$}. Providing
corresponding to a Strouhal number of \mbox{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: (i) The geometry is rather simple; (ii)
  Kinematically, the rotation of the front cylinder is avoided; (iii)
Kinematically, the rotation of the front cylinder is avoided; (iii)
  The boundary conditions are well defined; (iv) Nevertheless, the
The boundary conditions are well defined; (iv) Nevertheless, the
  resulting flow features and structure displacements are challenging
resulting flow features and structure displacements are challenging
  from the computational point of view. In addition to the flow field
from the computational point of view. In addition to the flow field
  and displacement data a PIV-based force calculation method is used
and displacement data a PIV-based force calculation method is used
  to estimate the lift and drag coefficients of the moving structure.
to estimate the lift and drag coefficients of the moving structure.





Revision as of 07:16, 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 \mbox{$11.2$ Hz} corresponding to a Strouhal number of \mbox{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. In addition to the flow field and displacement data a PIV-based force calculation method is used to estimate the lift and drag coefficients of the moving structure.





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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