An experimental and numerical modal analysis was performed on an 8 m2 T-shaped heliostat structure at different elevation angles. The experimental results were used to validate a finite element (FE) model by comparing natural frequencies and mode shapes. The agreement between experiments and simulations is good in all operating points investigated. In addition, damping coefficients were determined experimentally for each mode, in order to provide all necessary information for the development of a dynamic model. Furthermore, potentially critical operating conditions caused by vortex shedding were identified using a simple approach.

References

1.
Kolb
,
G. J.
,
Ho
,
C. H.
,
Mancini
,
T. R.
, and
Gary
,
J. A.
,
2011
, “
Power Tower Technology Roadmap and Cost Reduction Plan
,” Sandia National Laboratories, Albuquerque, NM, Technical Report No.
SAND2011-2419
.http://prod.sandia.gov/techlib/access-control.cgi/2011/112419.pdf
2.
Peterka
,
J.
,
Tan
,
Z.
,
Cermak
,
J.
, and
Bienkiewicz
,
N.
,
1989
, “
Mean and Peak Wind Loads on Heliostats
,”
ASME J. Sol. Energy Eng.
,
111
(
2
), pp.
158
164
.10.1115/1.3268302
3.
Peterka
,
J. A.
, and
Derickson
,
R. G.
,
1992
, “
Wind Load Design Methods for Ground-Based Heliostats and Parabolic Dish Collectors
,” Sandia National Laboratories, Livermore, CA, Technical Report No. SAND92-7009.
4.
Peglow
,
S. G.
,
1979
, “
Wind Tunnel Study of a Full-Scale Heliostat
,” Sandia National Laboratories, Livermore, CA, Technical Report No. SAND79-8034.
5.
Huss
,
S.
,
Traeger
,
Y. D.
,
Shvetz
,
Z.
,
Rojansky
,
M.
,
Stoyanov
,
S.
, and
Garber
,
J.
,
2011
, “
Evaluating Effects of Wind Loads in Heliostat Design
,”
17th SolarPACES International Conference
.
6.
Griffith
,
D. T.
,
Moya
,
A. C.
,
Ho
,
C. K.
, and
Hunter
,
P. S.
,
2014
, “
Structural Dynamics Testing and Analysis for Design Evaluation and Monitoring of Heliostats
,”
ASME J. Sol. Energy Eng.
,
37
(
2
), p.
021010
.10.1115/1.4028561
7.
Ho
,
C. K.
,
Griffith
,
D. T.
,
Moya
,
A. C.
,
Sment
,
J.
,
Christian
,
J.
,
Yuan
,
J.
, and
Hunter
,
P.
,
2012
, “
Dynamic Testing and Analysis of Heliostats to Evaluate Impacts of Wind on Optical Performance and Structural Fatigue
,”
18th SolarPACES International Conference
.
8.
Ewins
,
D. J.
,
2000
,
Modal Testing: Theory, Practice and Application
, 2nd ed.,
Research Studies Ltd.
,
Philadelphia, PA
.
9.
Boening
,
G.
, and
Kunert
,
J.
,
2008
, “
Antriebstechnologie fuer Heliostate-Auslegung und Beispiele
,”
Sonnenkolloquium 2008
.
10.
ANSYS, Inc.
,
2013
,
ansys Mechanical APDL Structural Analysis Guide, Release 15.0
, ANSYS, Inc.,
Canonsburg, PA
.
11.
Dyrbye
,
C.
, and
Hansen
,
S. O.
,
1997
,
Wind Loads on Structures
,
Wiley, Chichester
,
UK
.
12.
Fage
,
A.
, and
Johansen
,
F. C.
,
1927
, “
On the Flow of Air Behind an Inclined Flat Plate of Infinite Span
,”
Proc. R. Soc. London., Ser. A
,
116
(
773
), pp.
170
197
.10.1098/rspa.1927.0130
13.
Knisely
,
C. W.
,
1990
, “
Strouhal Numbers of Rectangular Cylinders at Incidence: A Review and New Data
,”
J. Fluids Struct.
,
4
(
4
), pp.
371
393
.10.1016/0889-9746(90)90137-T
You do not currently have access to this content.