Noninvasive Sensing Techniques and Geophysical Methods for Cultural Heritage and Civil Infrastructures Monitoring
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Angelo Palombo, Stefano Pignatti, Angela Perrone, Francesco Soldovieri, Tony Alfredo Stabile, Simone Pascucci, "Noninvasive Remote Sensing Techniques for Infrastructures Diagnostics", International Journal of Geophysics, vol. 2011, Article ID 204976, 9 pages, 2011. https://doi.org/10.1155/2011/204976
Noninvasive Remote Sensing Techniques for Infrastructures Diagnostics
Abstract
The present paper aims at analyzing the potentialities of noninvasive remote sensing techniques used for detecting the conservation status of infrastructures. The applied remote sensing techniques are groundbased microwave radar interferometer and InfraRed Thermography (IRT) to study a particular structure planned and made in the framework of the ISTIMES project (funded by the European Commission in the frame of a joint Call “ICT and Security” of the Seventh Framework Programme). To exploit the effectiveness of the highresolution remote sensing techniques applied we will use the highfrequency thermal camera to measure the structures oscillations by highfrequency analysis and groundbased microwave radar interferometer to measure the dynamic displacement of several points belonging to a large structure. The paper describes the preliminary research results and discusses on the future applicability and techniques developments for integrating highfrequency time series data of the thermal imagery and groundbased microwave radar interferometer data.
1. Introduction
During the last decades, the advances in nondestructive electromagnetic sensing techniques (optical, thermal, and microwave) operating at different spectral, spatial and time scales make a multidepth, multiresolution and multiscale diagnostics and monitoring activities thus to be used for the status assessment of existing structures [1].
These nondestructive techniques are primarily suited for the detection and characterisation of alterations and defects in the near surface of structures [2] and for the displacement monitoring and verification of the structural integrity of buildings and structures [3, 4].
As regards the sensing techniques used for this study, the thermal camera technology is a nondestructive investigation technique commonly used in different applications and in particular in the infrastructures and architectural heritage diagnostics [5]. Thermal imagery is used to identify subsurface ununiformities since the heat flow from the surface to the inner structure is affected by the defects and inhomogeneities present in the structure. The InfraRed Termography (IRT) analysis allows diagnostic results ranging from qualitative characterization (e.g., detection) to quantitative analysis (e.g., inhomogeneities characterization). It is worth noting that the application of IRT for detecting and characterizing defects in construction materials can be quite complicated as different physical properties affecting the thermal and optical properties of the structure [6] have to be considered. Among them, the most important are the conductivity, the diffusivity, and the specific heat of the investigated material, whereas the spectral properties such as emissivity, absorption, reflection, and transmission play a key role on the heat distribution in the material. Other properties/characteristics that influence the thermal behaviour of a material are related to its porosity, volumetric mass, and water content.
Furthermore, the use of highfrequency imagery thermal camera gives the opportunity of measuring full field deformation and vibration characteristics (i.e., frequency and attenuation). From these measurements different modal parameters of the structure (e.g., natural frequencies, mode shapes, and damping ratios) can be extracted and displayed and used for the definition of a baseline set of dynamic characteristics of the structure. This kind of analysis can be subsequently used for the structural health monitoring and the application of vibrationbased damage detection techniques (see e.g., [7, 8]).
For the present study, we used highfrequency imagery (HFI) acquisitions for the retrieving of fast displacements and vibrations in the structure.
On the other hand, concerning the microwave interferometry technology applied in this study, it has proven to be a powerful remote sensing tool for vibration measurement of structures [9]. It was recently applied for tracking the vibration of bridges excited by vehicular traffic [8, 10] to monitor the displacements of heritage architectural structures such as the two bell towers,
Giotto’s Tower and Arnolfo’s Tower, in Florence [11] or the Tower of Pisa [12], for deflection measurements on vibrating stay cables [13], and for infield dynamic monitoring of engineering structures [4, 14]. All these studies have been carried out by the use of an innovative noncontact microwave interferometer, named IBISS (Image By Interferometric Survey of Structures), manufactured by the Italian company IDS S.p.A. This innovative radar system has been also applied for this study and it is based on the SteppedFrequency Continuous Wave (SFCW) technique [15] and on the Differential Interferometric technique [16]. The former providing the system with a range resolution capability and the latter allowing the system to evaluate the displacement response of each target detected in the illuminated scenario. IBISS sensor is fast and easy to be installed, allowing to operate in all weather conditions, both day and night, even at a significant distance and without the need of installing and wiring sensors. A further advantage obtained by the IBISS instrument is the direct measurement of the displacement of a large number of targets simultaneously, in realtime, and with high accuracy.
In this paper, the application of different sensors and methodologies to several noninvasive infrastructures near surface diagnostics is presented. The analysis of acquired data on different structures and materials included also time series recorded by the thermal camera and radar on several points of a test bed cement beam.
2. Data and Methods
2.1. Test Beds
The data for this study were acquired in Montagnole (French Alpes) site in an innovative facility owned by LCPC (Laboratoire Central des Ponts et Chaussées), that is one of the ISTIMES partners.
The Montagnole test site is mainly used to certify metallic protection nets that are used in mountains to prevent catastrophic rockslides. For ISTIMES project, it was exploited as a purely researchoriented facility to verify the behaviour of noninvasive sensing techniques during the progressive damage of an on purpose built concrete beam structure. In particular, the experiment has regarded the progressive damage, in different stages, of a concrete beam by means of falling blocks thus allowing the different techniques to be tested in the presence of hazards.
In the Montagnole experiment an iron ball of 2.5 Tons was used (Figure 1(a)) and for this study we analyze only the four falling actions where the ball has impacted directly on the beam. In particular, drops 1 to 3 have been performed from an altitude of 1 m with respect to the beam and drop 4 from a 5 m of height. The last drop (i.e., number 4) was used to study and diagnose the significant structural damage as induced by a heavy direct impact of the ball onto the armed concrete beam in order to understand the progressive energy release. Therefore, for this experiment, we assumed that such drop rate was convenient to have a refined monitoring of the beam at the beginning and at the end of each daily experiment session.
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(b)
2.2. Data
For this study we used the following instrumentation for a rapid and noninvasive diagnostic of the infrastructure status. Specifically, as regards the IRT instrumentation, we used a FLIR SC7900VL thermal camera (LWIR; 7.7–11.5 μm), whereas an IBISS microwave radar interferometer operating in the Ku frequency band with a central frequency of 16.75 GHz was used for the microwave interferometry.
The FLIR camera features has a “snap shot” integration range from 10 μs to 10 ms, which incorporates a high quantic efficiency MCT focal plane array thus ensuring a very highspectral resolution with a Noise Equivalent Temperature Difference (NEDT) <25 mK. The frame rates are up to 200 FPS (frames per second) in full frame mode () and 6000 FPS in subwindowing mode. In this study, we used the following optimal configuration of the LWIR camera: frames, thus allowing 800 FPS.
The IBISS microwave radar consists of a sensor module installed on a tripod with a 3D rotating head. An USB interface allows the connection with a control PC, which is used to configure the acquisition parameters, to view in real time the first results, and to perform the storage of the measurements. The two horn antennas transmit the electromagnetic signals in the frequency band of GHz and receive the echoes from the target. Sensor module and PC are connected to a battery unit.
IBISS system can provide a range resolution of 0.5 m, a displacement sensitivity of 0.01 mm, a maximum operational distance of 500 m, and a maximum sampling frequency of 200 Hz [17].
2.3. Methods
2.3.1. HFI Thermal Imagery
In the survey of measurements on the Montagnole test site, we took advantage of the thermal camera (LWIR) to obtain very highfrequency thermal imagery on the concrete beam during the direct impact of the falling blocks. The FLIR camera was mounted on a tripod at about 40 m (i.e., in box 3) and 70 m (i.e., near box 5) of distance from the beam. Box 3 was used for the first three drops (height of the falling ball of 1 m); for the drop 4 (height of the falling ball of 5 m), due to safety reasons, the camera was installed near the box 5 (70 m). For all the drops, the acquisition time was of 46 s for a total of 37000 frames.
The thermal imagery acquisitions were used to calculate the beam oscillation frequency as derived from the difference between the beam temperature and the background temperature (see Figure 1(b)).
The method is based on the presence of mixed pixels composed by both the beam and the background as shown by the black arrow in Figure 1(b), labelled as pixel. The pixel temperature measured by the FLIR camera accounts for the timevarying temperature relative to the beam and the background. The following equations were used to retrieve the beam oscillation: where, and are the fraction of the pixel occupied by the background and its temperature, respectively; and are the fraction of the pixel occupied by the beam and its temperature, respectively. is the temperature measured by the camera for the pixel.
The first equation of (1) represents the linear mixing of the temperatures of the beam and the background, the second is the constrain used for the total pixel fraction. The and temperatures, which are unknowns in (1), can be extracted from the temperature values of the neighbouring pixels of the pixel. The neighbouring pixels used for calculating and have to be pure pixels (i.e., made up of only beam or target).
In (1), represents the oscillation quantity expressed in terms of pixel fraction that varies from 0 to 1. Moreover, when oscillation reaches values near to the maximum and minimum, this represents situations in which the amplitude of oscillation is close to or greater than the maximum measurable for a pixel, respectively. In the case that a pixel is not sufficient to encompass the oscillation, it is possible to solve the problem by considering, using the sum of the neighbouring pixels, “equivalent pixels” having a larger dimension compared to the original one.
2.3.2. GroundBased Microwave Radar Interferometer
IBISS is based on two wellknown radar techniques: the SteppedFrequency Continuous Wave (SFCW) and the Differential Interferometric [12, 18].
The SFCW technique allows the system to resolve the scenario in the range direction [15, 19], that is, to detect the position of target surfaces placed at different distances from the sensor. It is based on the synthesis and transmission of a burst of monochromatic pulses equally and incrementally spaced in frequency (with fixed frequency step of ) leading to a work bandwidth : The monochromatic pulses sample the scenario in the frequency domain similarly to a short pulse with a large bandwidth . In a SFCW radar, the signal source dwells at each frequency , the single tone signal is sufficiently long to allow the echoes backscattered by the target to reach the receiver. Hence, the duration of each monochromatic pulse () depends on the maximum distance () to be observed in the scenario and is given by, where represents the velocity of the light.
At each sampled time instant, both (Inphase) and (Quadrature) components of the received signals are acquired so that the resulting data consist of a vector of complex samples, representing the frequency response measured at discrete frequencies.
By taking the Inverse Discrete Fourier Transform (IDFT) the radar response is reconstructed in the time domain: each complex sample in this domain represents the signal (echo) from a range (distance) interval of length .
The amplitude range profile of the radar echoes is then obtained by calculating the magnitude of each bin of the IDFT of acquired vector samples. This range profile gives a onedimensional mapping of scattering objects in the “view space” as function of their relative distance from the sensor.
The differential interferometric technique allows the system to measure the displacements of the structure illuminated by the antenna main beam by comparing the phase information of the backscattered electromagnetic waves collected at different times (see, e.g., [16]).
Generally speaking, when a target surface moves with respect to the sensor module (emitting and backreceiving the electromagnetic wave) at least a phase shift arises between the signals reflected by the target surface at different times. Hence, the displacement of the investigated object is determined from the phase shift measured by the radar sensor at the discrete acquisition times. The radial displacement (i.e., the displacement along the direction of wave propagation) and the phase shift are linked by the following: where is the wavelength of the probing electromagnetic signal.
The radar emits a series of electromagnetic waves for the entire measurement period and processes phase information at regular time intervals to find any displacement occurring between one emission and the next one. It is worth underlining that the interferometric technique in (4) provides a measurement of the displacement along the line of sight for all the range bins of the structure illuminated by the antenna beam; once has been evaluated, the vertical displacement can be easily found by making some geometric projections.
IBISS system was applied in both Montagnole and Musmeci test beds. In the first case it was installed on a hill at a height of about 15 m from the ground level and at a distance of about 70 m from the target. In order to improve the accuracy and the signaltonoise ratio of the measurements, a corner reflector was fixed on the beam. To acquire the measurements a range sampling frequency of 200 Hz and an acquisition time of about 60 s for each drop were used.
In the Musmeci test bed IBISS system was placed just under the bridge deck with a perpendicular direction at a distance of about 30 m. A sampling frequency of about 100 Hz and an acquisition time of about 5 minutes were applied.
In both cases the use of IBISS system allowed the dynamic monitoring of the investigated target without any contact between the sensor and the investigated target. This characteristic was very useful in Montagnole test bed where very restricted security conditions were required in order to carry out the experiment.
3. Results and Discussion
3.1. HFI Results
For Montagnole experiment, the drops of the heavy iron ball on the beam were used as mechanical solicitation to measure the dynamic response of the beam. For this study we used a simple model by considering the behaviour of the beam as the one of a damped harmonic oscillator. The equation describing the oscillation is where is the amplitude and the phase that dictates the initial conditions, is the undamped angular frequency of the oscillator and is damping ratio that are given, respectively, by: where is the elastic constant, is the mass, and is the viscous damping coefficient.
The value of determines the behaviour of the system in fact, the damped harmonic oscillator can be (a) for , the system is represented by exponentially decays; (b) for , the system returns to equilibrium as quickly as possible without oscillating; (c) for , the system is represented by an underdamped harmonic oscillator (Figure 2).
The quantity that describes the beam oscillation is the value represented in (1). This value was calculated for all the frames of each acquisition performed on the beam. Figure 2 depicts the comparison between the quantity (blue line) calculated for the third drop and the theoretical underdamped harmonic oscillator (red line) that approximates the oscillations. The parameters used for evaluating the underdamped harmonic oscillation, that is, those that better approximates the oscillation, are reported in Table 1.

Moreover, in order to obtain the resonance frequencies of the beam we applied the Fast Fourier Transform (FFT) on the quantity evaluated for the four drops. Figure 3 depicts the time behaviour of the for the four drops, whereas Figure 4 reports the amplitude of the FFT of . Table 2 shows the oscillation frequencies of the two most significant FFT coefficients.

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3.2. GroundBased Microwave Radar Interferometer Results
IBISS data acquired in Montagnole test site were processed by using the commercial IBIS DATA VIEWER (IBISDV) software. The software works by using MATLAB libraries and is based on (i) Inverse Discrete Fourier Transform (IDFT), and (ii) Differential Interferometric technique.
The IBISS results allowed the measure of the dynamic response in time and frequency domain of the beam affected by the direct impact of the heavy iron ball.
Figures 5 and 6 show the response in time and frequency domain of the beam oscillation, due to the direct impact of the heavy iron ball, for the four drops, respectively.
(a)
(b)
(c)
(d)
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(d)
In the time domain a window of about 20 sec after each direct impact was considered in order to study the dynamic behaviour of the beam. The results show a negative line of sight (LOS) permanent displacement for each drop. In particular, the displacement increases from the first to the last drop as reported in Table 3.

The different LOS permanent displacement could be due to a combination between horizontal and vertical movement of the beam towards the IBISS sensor after each drop. This displacement is less than 3 mm and grows slightly for the first three drops where the falling block conditions (drop height equal to 1 m) are the same. The permanent displacement is amplified after the fourth drop where the iron ball falls from 5 m height.
Before applying the Fourier Transform to the signals of Figure 5, the mean value and the linear trend were removed from the signal in the selected window. The amplitude of the spectra in a frequency range up to 10 Hz is reported in Figure 6. For all the drops, two main resonant peak frequencies arise, the first one at about 1.5 Hz and the second one at about 4.5 Hz. As can be argued from Table 4, both the main resonant peak frequencies decrease after any direct impact of the iron ball on the beam.

4. Conclusions
The proposed multitechniques approach, which is the main aim of the ISTIMES Project, can be useful to individuate suitable parameters which will allow a continuous and/or rapid remote control of the condition of infrastructures to plan appropriate interventions for their conservation. This is even more important when analyzing complex structures where the use of a single diagnostic tool can provide results leading to ambiguous interpretations.
However, it is difficult to have at disposal a complete setup of instruments measuring the same parameter, for example, as in this case where HFI thermal imagery and groundbased (GB) microwave radar were applied to study the dynamic behaviour of a beam affected by changeable strains.
GB microwave radar was applied with the aim of measuring the dynamic displacement of the beam. This technique provided good results, giving information about the behaviour of the target investigated in time and frequency domains. In particular, it allowed the estimation of the displacement affecting the beam after each drops and the measurement of the main frequencies characterizing the structure. Two main peaks at different frequencies were highlighted; both the frequencies decrease after the two last drops due to the increase of the number of severe cracks observed on the beam. The cracks damaging the beam have induced a loss of stiffness with a consequent raise of the period of the eigen modes and a decrease of the eigenfrequencies.
HFI thermal imagery camera was applied with the aim of measuring the structure oscillations by high frequency analysis. Also in this case, the results allowed to discriminate two main peaks at different frequencies after each drop. The first peak measured by HFI at around 4.5 Hz is comparable with the second peak measured by GB radar. However, HFI frequencies do not highlight a decrease after the last drop as well as the GB results (see Table 5). This could be explained considering the different line of view of the two techniques; indeed, GB microwave radar was placed at a different height respect to the HFI camera and it observed the beam by a specific angle. HFI thermal camera was placed at the same height of the beam and it observed the target perpendicularly. Moreover, the information provided by GB microwave radar is related to displacement of the beam along the line of sight, while the information from HFI camera is related to the displacement of the beam in the plane perpendicular to the sensor. The comparison between HFI and GB results also suggests that GB radar better points out the low peak frequencies, whereas the HFI thermal camera highlightes the high frequencies.

About the lowest frequencies retrieved by GB radar (see Table 4), two possible explanation could be given as: a vibration mode of the beam or the main oscillation frequency of dropping machinery after each drop.
Future work will be focused on (a) laboratory and field measurements to better understand the different results attained by the HFI and GB microwave Radar (b) a numerical modelling of the beam to estimate its main frequencies, and (c) the development and analysis of the integration of the data acquired by different sensor technologies on infrastructures in order to evaluate their effectiveness and suitability for this kind of application.
Acknowledgment
The research leading to these results has received funding from the European Community's Seventh Framework Programme (FP7/2007–2013) under Grant Agreement no. 225663 Joint Call FP7ICTSEC20071.
References
 C. Kohl, M. Krause, C. Maierhofer, K. Mayer, J. Wöstmann, and H. Wiggenhauser, “3Dvisualisation of NDT data using a data fusion technique,” Insight, vol. 45, no. 12, pp. 800–804, 2003. View at: Publisher Site  Google Scholar
 Ch. Maierhofer, R. Arndt, M. Röllig et al., “Application of impulsethermography for nondestructive assessment of concrete structures,” Cement and Concrete Composites, vol. 28, no. 4, pp. 393–401, 2006. View at: Publisher Site  Google Scholar
 M. Proto, M. Bavusi, R. Bernini et al., “Transport infrastructure surveillance and monitoring by electromagnetic sensing: the ISTIMES project,” Sensors, vol. 10, no. 12, pp. 10620–10639, 2010. View at: Publisher Site  Google Scholar
 S. Rödelsperger, G. Läufer, C. Gerstenecker, and M. Becker, “Monitoring of displacements with groundbased microwave interferometry: IBISS and IBISL,” Journal of Applied Geodesy, vol. 4, no. 1, pp. 41–54, 2010. View at: Publisher Site  Google Scholar
 J. R. Brown and H. R. Hamilton, “Quantitative infrared thermography inspection for FRP applied to concrete using single pixel analysis,” Construction and Building Materials. In press. View at: Publisher Site  Google Scholar
 S. Pascucci, C. Bassani, A. Palombo, M. Poscolieri, and R. Cavalli, “Road asphalt pavements analyzed by airborne thermal remote sensing: preliminary results of the venice highway,” Sensors, vol. 8, no. 2, pp. 1278–1296, 2008. View at: Google Scholar
 S. W. Doebling, C. R. Farrar, M. B. Prime, and D. Shevitz, Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: a literature review, Los Alamos National Laboratory, 1996.
 C. Gentile and G. Bernardini, “Outputonly modal identification of a reinforced concrete bridge from radarbased measurements,” NDT and E International, vol. 41, no. 7, pp. 544–553, 2008. View at: Publisher Site  Google Scholar
 C. R. Farrar, T. W. Darling, A. Migliori, and W. E. Baker, “Microwave interferometers for noncontact vibration measurements on large structures,” Mechanical Systems and Signal Processing, vol. 13, no. 2, pp. 241–253, 1999. View at: Publisher Site  Google Scholar
 M. Pieraccini, F. Parrini, M. Fratini, C. Atzeni, P. Spinelli, and M. Micheloni, “Static and dynamic testing of bridges through microwave interferometry,” NDT and E International, vol. 40, no. 3, pp. 208–214, 2007. View at: Publisher Site  Google Scholar
 M. Pieraccini, M. Fratini, D. Dei, and C. Atzeni, “Structural testing of Historical Heritage Site Towers by microwave remote sensing,” Journal of Cultural Heritage, vol. 10, no. 2, pp. 174–182, 2009. View at: Publisher Site  Google Scholar
 C. Atzeni, A. Bicci, D. Dei, M. Fratini, and M. Pieraccini, “Remote survey of the leaning tower of pisa by interferometric sensing,” IEEE Geoscience and Remote Sensing Letters, vol. 7, no. 1, Article ID 5290014, pp. 185–189, 2010. View at: Publisher Site  Google Scholar
 C. Gentile, “Application of microwave remote sensing to dynamic testing of staycables,” Remote Sensing, vol. 2, no. 1, pp. 36–51, 2010. View at: Publisher Site  Google Scholar
 M. Pieraccini, F. Parrini, M. Fratini, C. Atzeni, and P. Spinelli, “Inservice testing of wind turbine towers using a microwave sensor,” Renewable Energy, vol. 33, no. 1, pp. 13–21, 2008. View at: Publisher Site  Google Scholar
 J. D. Taylor, Ed., UltraWideband Radar Technology, CRC Press, 2001.
 F. M. Henderson and A. J. Lewis, Eds., Manual of Remote Sensing. Principles and Applications of Imaging Radar, John Wiley & Sons, New York, NY, USA, 1998.
 C. Gentile and G. Bernardini, “An interferometric radar for noncontact measurement of deflections on civil engineering structures: laboratory and fullscale tests,” Structure and Infrastructure Engineering, vol. 6, no. 5, pp. 521–534, 2010. View at: Publisher Site  Google Scholar
 G. Bernardini, G. De Pasquale, A. Bicci et al., “Microwave interferometer for ambient vibration measurement on civil engineering structures: 1. Principles of the radar technique and laboratory tests,” in Experimental Vibration Analysis for Civil Engineering Structures (EVACES '07), Porto, Portugal, October 2007. View at: Google Scholar
 M. Pieraccini, M. Fratini, F. Parrini, G. Macaluso, and C. Atzeni, “Highspeed CW stepfrequency coherent radar for dynamic monitoring of civil engineering structures,” Electronics Letters, vol. 40, no. 14, pp. 907–908, 2004. View at: Publisher Site  Google Scholar
Copyright
Copyright © 2011 Angelo Palombo et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.