frequency response of different couplant materials for mounting transducers
TRANSCRIPT
Frequency response of different couplant materials
for mounting transducers
Sabrina Colomboa, A. Giannopoulosb, M.C. Fordeb,*, Roy Hassonb, Jennifer Mulhollandb
aFaberMaunsell Ltd, Imperial House, 31 Temple Street, Birmingham B2 5DB, UKbUniversity of Edinburgh, School of Engineering and Electronics, Institute for Infrastructure and Environment, King’s Buildings, Edinburgh EH9 3JL, UK
Received 24 August 2003; accepted 31 March 2004
Available online 16 September 2004
Abstract
Sensors often are piezoelectric crystal transducers that convert movement (a variation of pressure) into an electrical voltage. Several non-
destructive techniques involve the use of transducers, such as sonic testing, tomography, acoustic emission and pulse-impact echo. There are
different types of transducers according to their different aims and applications, but in all cases the mounting of a sensor is an essential
requirement in order to record good quality data—a good acoustic coupling between the transducer and the surface of the structure has to be
ensured. It is common practice to use Cyanoacrylate adhesive glue (e.g. superglue) for most applications, but the authors found its use
problematic during temporary installations due to the difficulties encountered to remove the sensor at the end of the experiment. For this
reason, a study has been carried out to investigate possible alternative couplant materials. Eight different materials have been selected, and
their amplitude of response in terms of time-domain and the frequency-domain has been compared. A final evaluation based on several pre-
defined criteria has then been obtained, showing the feasibility of ‘plasticine’ as a valid alternative to superglue.
q 2004 Published by Elsevier Ltd.
Keywords: Non-destructive testing; Transducer; Sensor; Couplant material; Time-domain; Frequency-domain
1. Introduction
Several non-destructive methods (acoustic emission,
sonic and ultrasonic testing, tomography, pulse-impact
echo) involve the use of piezoelectric transducers [1].
Physically, the transducers detect a movement that leads to a
redistribution of the electrical charges inside the crystal,
resulting in a change in the voltage [4]. Although the
different techniques might employ the sensors in a different
way and there are different types of sensors depending on
their specific use, in all circumstances their reliability is
fundamental for the success of a test. The reliability depends
not only on the intrinsic characteristics of the sensor (i.e.:
type, manufacturer, and so on), but also on the way it is
mounted on the structure under investigation. The require-
ment of a ‘correct’ mounting of the transducer includes:
0963-8695/$ - see front matter q 2004 Published by Elsevier Ltd.
doi:10.1016/j.ndteint.2004.03.008
* Corresponding author. Tel.: C44-131-650-5721; fax: C44-131-452-
8596.
E-mail addresses: [email protected] (S. Colombo),
[email protected] (M.C. Forde).
†
Firstly that a good acoustic coupling between the sensorand the surface is ensured—in terms of frequency content
and amplitude
†
Secondly that the sensor is properly fixed to the surfaceof the tested material.
This paper deals with the first of these issues.
The coupling affects both the quality and quantity of data
and a good acoustic couplant is essential in order to record
good data. To achieve this, the sensor surface needs to be
smooth and clean and the couplant material should be thin
so as to fill any eventual air gaps. The nature of the coupling
substance affects the quality of the bond and has
implications on the quality and reliability of the recorded
signal.
It is common practice to use Cyanoacrylate adhesive glue
(e.g. superglue), but the authors [2,3], found some major
drawbacks. In fact, when the sensor’s installation was
temporary (i.e. it had to be removed at the end of test) its
removal was difficult and the sensor was at risk of being
damaged.
NDT&E International 38 (2005) 187–193
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S. Colombo et al. / NDT&E International 38 (2005) 187–193188
For this reason an experimental study of different materials
was designed and carried out. The experiment consisted of
comparing the signal response obtained by transducers
coupled with the varied materials. On this basis, as well as
taking into account the practical characteristics of the
substances, it was evaluated which material could provide a
valid and/or better alternative to the use of superglue.
2. The experiment
2.1. Materials and criteria
As mentioned earlier, the experiment described in this
paper investigated the use of different sensors couplant
materials. The following eight substances were selected,
and the specific products were chosen to be representative of
the commonly available brands of each substance:
†
superglue—Cyanoacrylate adhesive, manufactured byRS components
†
micro soft beads of wax†
general purpose light brown grease by RS components†
plasticine—indicating the trademark used for softmodelling material (generally used by children); the
‘Humbrol’ brand was specifically used during this
experiment
†
general purpose adhesive—manufactured by RScomponents
†
sealant—indicating a waterproof all purpose sealant; the‘Uni-bond—Henkel’ brand was specifically used
†
adhesive pads—the ‘Pritt Sticky Pads’ brand wasspecifically used
†
Hot gluegun glue—indicating the hot glue commonlyused in gluegun; the ‘Loctite’ glue was specifically used
As the thickness of some of the substances also affects
the response, three different thicknesses were considered in
those cases: 2, 5 and 8 mm. Since the best results were
always obtained using a 2 mm thickness, only this case will
be considered and discussed.
Based on the problems encountered during previous
tests, in order to evaluate the global performance of the
couplant, the following criteria were considered:
†
quality of the received signal—e.g. the frequency contentand the amplitude;
†
adaptability to surface—e.g. ability of the substance tomould to the surface;
†
repeatability—e.g. ability to produce the same quality ofresults during repeated tests;
†
durability—e.g. ability of the substance to hold thetransducer over time;
†
ease of installation;†
ease of removal—e.g. time taken and effort required toremove the accelerometer from the surface and the
couplant from the accelerometer, without the latter being
damaged;
†
location limitations—e.g. necessity of power supply thatcould limit the ease of use in some fieldwork;
†
time for substance to set, if necessary.2.2. Equipment and calibration
A general accelerometer was used to carry out the
experiment. The test was undertaken using an impact-echo
system, which tied into MATLAB. The impact-echo
technique consists of generating waves in a material through
an impact applied by an external source, such as a hammer
or a ball bearing [5]. The system used for this experiment
had three channels: one recorded the hammer impulse, the
remaining two recorded the signal detected by the accel-
erometers. The latter were connected to a pre-amplifier and
through it to a switch box and then on to a laptop. The
transducers were PCB Piezoelectric 308B15 acceler-
ometers, which have a broadband frequency range of
1–3000 Hz. They weigh about 55 g and use quartz as
piezoelectric material; they are connected through coaxial
cables and have a built in amplifier. A metal mounting base
was used for their protection. A PCB 086B03 impulse
hammer was used to generate the impacts at the centre of the
bottom of the slab. The hammer has a working frequency
range from 0 to 8000 Hz, a resonant frequency at 31 kHz
and a mass of 280 g. Ten impacts were generated for each
case in order to have a reliable sample of signals.
A calibration was undertaken by mounting the two
accelerometers with the same couplant and verifying that
the recorded signals were identical.
The test consisted of three stages, during which the
signals were compared in the time-domain and frequency
domain. The comparison was carried out using the signal
processing MATLAB toolbox that automatically performs
the conversion from time to power spectrum. The power
spectrum describes the distribution, over frequency, of the
power contained in the signal. Different methods can be
used to estimate the power spectral density and The Welch’s
method available in MATLAB was used for the data of this
experiment as it produced smoother plots. This method
divides the time-domain data into (possibly overlapping)
segments, producing a power spectrum for each of them and
then averages them to produce the final plot.
3. First stage: experiments and results
During the first stage, the propagating medium was
represented by an octagonal solid concrete plate, 25 mm
thick and with a side of 150 mm. The plate was supported on
eight brick columns, one positioned at each corner of the
plate. Photos of the equipment, hammer and the slab can be
seen in Fig. 1.
Fig. 1. Photos of the equipment, hammer and ball bearing and concrete slab.
S. Colombo et al. / NDT&E International 38 (2005) 187–193 189
Two accelerometers were used simultaneously, one
accelerometer was mounted as a ‘control’, using superglue,
whilst the other was mounted with different couplants that
could then be compared against the ‘control’ signal. The
substances that provided a good signal with no major
drawbacks were then advanced to the second stage of the
investigation, where they were directly compared to each
other.
The results of this first stage permitted the elimination of a
few materials. The sticky pad couplant was excluded, as the
quality of the signal (see Fig. 2) was exceptionally poor: both
amplitude and number of peaks in the time domain are much
Fig. 2. Time-domain signals of s
lower than those in the superglue signal. As a result it was
considered unnecessary to convert the signal to its frequency
domain. Wax and grease were disqualified due to installation
difficulties. In fact the use of wax was impractical. The beads
of wax must be placed in position and melted using a heating
source such as a cigarette lighter or blow lamp. This requires
a large amount of heat for a considerable length of time and it
can be extremely difficult to ensure that all the wax is
fully melted. Once all the wax was in a liquid state and the
heat source removed, the wax set very quickly. Therefore the
accelerometer had to be placed in position accurately and
almost instantly. In practice it was easy to fail to get
uperglue and sticky pads.
Fig. 3. Concrete slab results: time domain (left) and power spectral density (right) plots for the different couplant types, shown in comparison with each other.
S. Colombo et al. / NDT&E International 38 (2005) 187–193190
the accelerometer mounted at all; it was difficult to mount it
in the perfect position and impossible to adjust it once the
wax had set. Finally, this whole process would be impossible
to carry out on anything but a horizontal surface. The use of
grease was also problematic, as its bounding characteristics
were very poor, resulting in poor coupling of the accel-
erometer. Grease also stains the surface. Both the sealant and
the general adhesive were finally eliminated due to their slow
set up times. In both cases approximately twelve hours were
required in order for the couplant to set properly. Moreover,
significant time and effort had to be put into removing the
substances from the transducer and the concrete.
4. Second stage: experiments and results
Three materials reached the second stage: superglue,
2 mm thick plasticine and gluegun glue. By comparing
Fig. 4. Testing set up: concrete slab and cube.
S. Colombo et al. / NDT&E International 38 (2005) 187–193 191
the amplitude of the recorded waveforms and their
frequency components, the superglue always provided the
best quality signal. The signal recorded using the gluegun
glue (top graph of Fig. 3) showed some losses of amplitude
compared to the superglue signal. Some losses can be also
seen in the plasticine signal (middle graph of Fig. 3) when
compared to the superglue, although the plasticine
performed better than the Gluegun glue (bottom graph of
Fig. 3). The following ranking in terms of signal quality was
thus deduced:
Fig. 5. Concrete cube results: time-domain si
1.
gnal
superglue;
2.
plasticine;3.
gluegun glue.5. Third stage: experiments and results
In the final stage a test on a cast concrete cube (150 mm)
specimen was carried out using these couplants. A ball bearing
(13 mm in diameter) attached by an elastic band to a frame that
s for the three candidate couplants.
Fig. 6. Concrete cube results: power spectral density plots for the three candidate couplants.
S. Colombo et al. / NDT&E International 38 (2005) 187–193192
sat above the impact point, was used as an impact source. The
frame was located such that the ball would strike the surface
only once. This system set-up would ensure an adequate,
constant and reproducible impact. Only one accelerometer at a
time was used and this was mounted on the centre of one of the
vertical sides of the cube. This was due to the fact that an initial
calibration using two accelerometers showed significant
differences between the recorded signals. This was probably
caused by internal flaws or differences in the concrete, as well
as a result of modal resonance from the cube sides [5]. The test
was repeated using two different cube faces and the setting of
the experiment can be seen in the right photo of Fig. 4.
The results (Figs. 5 and 6), both in terms of time and
frequency domain, showed that superglue provided by far
the better signal, whilst the response of plasticine and
gluegun glue were very similar to each other.
Table 1
Transducers mounting substances: final assessment table
Criteria Superglue Plasticine Gluegun glue Grease
Quality of received
signals
5 3 2 2
Adaptability 3 5 5 4
Repeatability 5 5 5 2
Durability 5 3 5 2
Ease of installation 4 4 3 2
Ease of removal 1 5 4 4
Location limitations 5 5 3 5
Time to set 3 5 4 4
Total/40 31 35 32 25
6. Final discussion and comparison
A final comparison table was then produced (Table 1) to
globally evaluate the performance of the substances. In
order to do that, the previously mentioned criteria were
taken into account and a value between 1 and 5 (5Zexcellent; 1Zpoor) was assigned to each of them. The three
materials that reached the final stage of the experiments
were herein considered. The grease was also included, as an
indication of negative performance. Overall, plasticine
appeared to be the best choice of material.
It should be pointed out at this stage that the weighting
system used is arbitrary. It derives from the main aim of the
experiments, which was to find a material that would give
reasonably good results and at the same time would be easy
to use and remove during practical testing. Although the
quality of the data is undoubtedly higher using Cyanoacry-
late glue (the amplitudes of the recorded peaks for the
plasticine and the glue gun glue in Fig. 6 are very low and a
frequency shift can also be noted), the difficulty of its
removal heavily penalizes his final score in the assessment
table. Different aims and/or necessities might possibly lead
to a different weighting system and final score of the
materials.
7. Conclusions
This paper presented the results of an experiment aimed
to find couplant materials to be used as an alternative to
superglue. Eight substances were initially selected and their
feasibility was evaluated on the basis of the signals response
S. Colombo et al. / NDT&E International 38 (2005) 187–193 193
(in term of signal amplitude in the time-domain and the
frequency-domain) and some established practical criteria.
Although superglue always provided the best quality
signals, when the practical factors were considered,
plasticine was found to be the better performing material
overall.
Acknowledgements
The authors wish to acknowledge the technical and
support staff of the University of Edinburgh as well as the
University facilities that were made available.
References
[1] Bungey JH, Millard SG. Testing of concrete structures. London:
Chapman & Hall; 1996. p. 286.
[2] Colombo S. Feasibility study of the application of the acoustic emission
technique to concrete bridges. PhD Thesis, University of Edinburgh;
2003; p. 299.
[3] Colombo S, Forde MC. AE experiments on concrete beams: general
overview and research in progress on bridges. In: Forde M, editor.
Proceedings of the international conference on structural faults Crepair 2001, volume Cd-Rom, London. ISBN 0-947644-47-4.
[4] Ohtsu M. The history and development of acoustic emission in concrete
engineering. Concr Libr Jpn Soc Civil Eng 1995;(25):121–34.
[5] Sansalone MJ, Streett WB. Impact-echo: nondestructive evaluation of
concrete and masonry. Bullbrier Press; 1997 p. 339.