It is of high importance to be able to decouple a system to obtain the dynamic characteristics of its substructures; however, the necessary frequency response functions (FRFs) of the coupling interface are usually challenging to measure due to the limited accessible space and complex geometries. In this paper, a measurement technique in the decoupling process of a coupled system is proposed in order to obtain the FRFs at coupling interface. Specifically, a variable cross section rod is adopted to transmit the dynamic behavior of coupling interface. The proposed technique has three advantages: (a) the thick end with large cross section can provide enough area for applying excitation force like using impact hammer and/or setting up sensors; (b) the slender end with small cross section can break through the spatial limitation more easily; and (c) the convenience that no additional experimental setup is required but just using an available variable cross section rod. Vibrational equation of the variable cross section probe method is derived and then combined with the existing decoupling theories. Finally, the proposed probe method and the new decoupling theory combining probe theory are validated through numerical simulations (FEM) and laboratory experiments, respectively. The results show its great practicability in decoupling process especially in low frequency range.

References

1.
Ind
,
P.
, and
Ewins
,
D.
,
2003
, “
Impedance Based Decoupling and Its Application to Indirect Modal Testing and Component Measurement: A Numerical Investigation
,”
21st International Modal Analysis Conference
, Kissimmee, FL, Feb. 3–6, p. 9.http://semimac.org/wp-content/uploads/2016/05/sem.org-IMAC-XXI-Conf-s11p03-Impedance-Based-Decoupling-its-Application-Indirect-Modal-Testing.pdf
2.
Van der Valk
,
P. L. C.
,
van Wuijckhuijse
,
J. B.
, and
de Klerk
,
D.
,
2011
, “
A Benchmark Test Structure for Experimental Dynamic Substructuring
,”
Structural Dynamics
, Vol.
3
,
Springer
,
New York
, pp.
1113
1122
.
3.
D'Ambrogio
,
W.
, and
Fregolent
,
A.
,
2004
, “
Decoupling of a Substructure From Modal Data of the Complete Structure
,”
International Conference on Noise and Vibration Engineering
(ISMA), Leuven, Belgium, Sept. 20–22, pp.
2693
2706
.
4.
Okubo
,
N.
, and
Miyazaki
,
M.
,
1984
, “
Development of Uncoupling Technique and Its Application
,”
Fourth International Modal Analysis Conference
, New York, Feb., pp.
1194
1200
.
5.
D'Ambrogio
,
W.
, and
Fregolent
,
A.
,
2005
, “
Prediction of Substructure Properties Using Decoupling Procedures
,” Sixth European Conference on Structural Dynamics (
EURODYN
), Paris, France, Sept. 4–7, pp.
1893
1898
.https://www.researchgate.net/profile/Walter_DAmbrogio/publication/230883008_Prediction_of_substructure_properties_using_decoupling_procedures/links/00b49515436674662f000000/Prediction-of-substructure-properties-using-decoupling-procedures.pdf
6.
D'Ambrogio
,
W.
, and
Fregolent
,
A.
,
2010
, “
The Role of Interface DoFs in Decoupling of Substructures Based on the Dual Domain Decomposition
,”
Mech. Syst. Signal Process.
,
24
(
7
), pp.
2035
2048
.
7.
D'Ambrogio
,
W.
, and
Fregolent
,
A.
,
2014
, “
Inverse Dynamic Substructuring Using the Direct Hybrid Assembly in the Frequency Domain
,”
Mech. Syst. Signal Process.
,
45
(
2
), pp.
360
377
.
8.
Kalaycıoğlu
,
T.
, and
Özgüven
,
H. N.
,
2016
, “
New FRF Based Methods for Substructure Decoupling
,”
Dynamics of Coupled Structures
, Vol.
4
,
Springer International Publishing
, New York, pp.
463
472
.
9.
Zhen
,
J.
,
Lim
,
T. C.
, and
Lu
,
G.
,
2004
, “
Determination of System Vibratory Response Characteristics Applying a Spectral-Based Inverse Sub-Structuring Approach—Part I: Analytical Formulation
,”
Int. J. Veh. Noise Vib.
,
1
(
1/2
), pp.
1
30
.
10.
Zhen
,
J.
,
Lim
,
T. C.
, and
Lu
,
G.
,
2004
, “
Determination of System Vibratory Response Characteristics Applying a Spectral-Based Inverse Sub-Structuring Approach—Part II: Motor Vehicle Structures
,”
Int. J. Veh. Noise Vib.
,
1
(
1/2
), pp. 31–37.
11.
Hosoya
,
N.
,
Yaginuma
,
S.
,
Onodera
,
H.
, and
Yoshimura
,
T.
,
2015
, “
Estimation of the Auto Frequency Response Function at Unexcited Points Using Dummy Masses
,”
J. Sound Vib.
,
337
, pp.
14
27
.
12.
Liu
,
C. Q.
,
Pawlowski
,
R.
, and
Orzechowski
,
J.
,
2007
, “
A New Method for Obtaining FRF of a Structure in Area Where Impact Hammer Cannot Reach
,”
SAE
Paper No. 1966-1968.
13.
Özgüven
,
H. N.
,
1990
, “
Structural Modifications Using Frequency Response Functions
,”
Mech. Syst. Signal Process.
,
4
(
1
), pp.
53
63
.
14.
Lee
,
E. T.
, and
Eun
,
H. C.
,
2015
, “
Damage Detection of Steel Beam Using Frequency Response Function Measurement Data and Fractal Dimension
,”
ASME J. Vib. Acoust.
,
137
(
3
), p.
034503
.
15.
Rixen
,
D. J.
,
2008
, “
How Measurement Inaccuracies Induce Spurious Peaks in Frequency Based Substructuring
,”
26th International Modal Analysis Conference
, Orlando, FL, Feb., p. 87.
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