Next Article in Journal
IoMT Architecture for Fully Automated Point-of-Care Molecular Diagnostic Device
Previous Article in Journal
A Fuzzy-Based Relay Security Algorithm for Wireless Sensor Networks
Previous Article in Special Issue
New Method of Impact Localization on Plate-like Structures Using Deep Learning and Wavelet Transform
 
 
Font Type:
Arial Georgia Verdana
Font Size:
Aa Aa Aa
Line Spacing:
Column Width:
Background:
Article

Real-Time Damage Detection in an Airplane Wing DuringWind Tunnel Testing Under Realistic Flight Conditions

1
IAI Aviation Group, Ben Gurion International Airport, Lod 7010000, Israel
2
CIRA, The Italian Aerospace Research Centre, 81043 Capua, Italy
3
Piaggio Aerospace Industries, 17038 Villanova D’Albenga, Italy
4
School of Electrical Engineering, Tel-Aviv University, Tel-Aviv 6997801, Israel
*
Author to whom correspondence should be addressed.
Sensors 2025, 25(14), 4423; https://doi.org/10.3390/s25144423
Submission received: 10 June 2025 / Revised: 9 July 2025 / Accepted: 11 July 2025 / Published: 16 July 2025

Abstract

A real-time structural health monitoring (SHM) system of an airplane composite wing with adjustable damage is reported, where testing under realistic flight conditions is carried out in the controllable and repeatable environment of an industrial wind tunnel. An FBG-based sensing array monitors a debonded region, whose compromised structural strength is regained by a set of lockable fasteners. Damage tunability is achieved by loosening some of or all these fasteners. Real-time analysis of the data collected involves Principal Component Analysis, followed by Hotelling’s T-squared and Q measures. With previously set criteria, real-time data collection and processing software can declare the structural health status as normal or abnormal. During testing, the system using the Q measure successfully identified the initiation of the damage and its extent, while the T-squared one returned limited outcomes.

1. Introduction

Monitoring the health of structures using technological means (termed SHM for structural health monitoring) has the potential to enhance safety and reduce maintenance expenses by alerting the structure’s operator to perform corrective actions, but only when needed [1,2,3,4,5,6,7,8]. A reliable SHM system may eventually replace schedule-based maintenance with condition-based maintenance [9,10,11,12,13,14], thereby increasing the availability of the structure, airplanes in particular. Among its other missions, detecting damage in a flying structure in real-time is a laudable goal of SHM, since it allows proactive response that may save the vehicle and its occupants. Many technologies have been demonstrated for damage detection, including comparative vacuum monitoring (CVM), ultrasonic lamb waves, fiber-optic sensing and more [15,16,17,18,19,20,21,22,23,24,25,26,27,28]. However, achieving real-time operation may be hindered by the large amount of data continuously collected by the multiple health-monitoring sensing sites in use. On-board, decision-making processing stands out as a potential viable solution. Examples of already demonstrated algorithms are Kalman filtering [29], wavelet transforms [30], frequency-domain analysis [31] and machine learning techniques (e.g., neural networks and support vector machines (SVMs)) [32]. Principal Component Analysis (PCA) [33,34,35,36,37] does help to reduce the dimensionality of the data but is not a decision-making tool. Indeed, real-time damage detection has been demonstrated using various techniques; however, to the best of our knowledge, it has not been achieved in flight, primarily due to the challenges associated with flying a damaged structure.
This paper replaces actual flights by testing in an industrial wind tunnel, demonstrating real-time detection of adjustable damage in a composite airplane wing under realistic, potentially envelope-spanning flight conditions. Here, an FBG-based sensing array monitors the flight-induced variable strains in the vicinity of a critical delaminated region of the wing, whose compromised structural strength can be regained by a set of lockable fasteners. The tunability of this originally conceived adjustable damage is achieved by loosening some or all of these fasteners. On-board real-time decision-making processing of the collected data starts with the Principal Component Analysis, which highlights the most significant data variations that may indicate structural anomalies. These variations are then quantified by the T 2 and Q statistics [34,35,36,37], providing one-dimensional measures for identifying deviations from pre-defined normal operating conditions.
It should be emphasized that the main goal of this paper is to bring to the attention of the SHM community the use of wind tunnels for testing SHM methods and algorithms under emulated flight conditions in a repeatable and less expensive way. Employing fiber-optic sensing, as well as the use of the PCA-based damage detection approach, just served as an example. Ultrasonic-based SHM methods and other damage detection SHM algorithms can be equally tested. Also proposed and demonstrated is the idea of adjustable and recoverable damage, which may well help in the testing of different SHM algorithms, easily switching between the ‘healthy’ and ‘damage’ states, including intermediary steps.
This paper is organized as follows: Section 2 and Section 3 present the composite wing and its FBG-based fiber-optic sensing array. The wind tunnel and the data acquisition system are described in Section 4 and Section 5, respectively. Data processing is detailed in Section 6. The results appear and are discussed in Section 7, and a summary and concluding remarks are the subjects of Section 8. Some general considerations related to the use of fiber-optic sensing nets and PCA in SHM are discussed in Appendix A.

2. The Composite Airplane Wing with Adjustable Damage

For the SHM system demonstration, a production-standard composite outer-wing segment measuring 2.3 m in length was selected as the test specimen. The damage scenario involved an adjustable debond introduced at a predetermined interface location, to be described below. The growing prevalence of composite structures in aerospace applications stems in part from the manufacturing efficiency and weight savings afforded by adhesive bonding, which increasingly supplants conventional mechanical fastening. Nonetheless, debonding remains a critical failure mode. Its early-stage development perturbs the local strain distribution, making it amenable to early detection via a fiber Bragg grating (FBG) sensor network either surface-mounted on the structure or integrated within it.
The wing, Figure 1, is a bonded assembly comprising a ‘C’-section front spar, ribs, fuselage fitting and skins. The ribs, bonded to the spar, also support the aileron fittings and an electrical actuator. The lower and upper skins are mostly made of a foam core sandwich, apart from their interfacing area with the spar, where the foam core is replaced by additional composite plies, as shown in Figure 2. The skins are bonded to the spar and the ribs without any fasteners, except for the second bay, where no adhesive was applied between the upper skin and the spar, forming a 42.5 cm long debond. Instead of the adhesive, ten firmly tightened fasteners were used to replace the adhesive, thereby restoring the structural integrity of the wing. Through the use of this approach, the partial removal of fasteners creates structural damage, whose magnitude depends on the number and choice of removed fasteners. However, to positively eliminate uncontrolled damage propagation into adjacent bays, the two outermost fasteners (Nos. 1 and 10 in Figure 3) were designed to serve as a damage-arresting feature. This concept of adjustable damage was first statically tested to verify a safe flight envelope. The maximum operational wing limit load was defined as 113 kg (1110 N), enabling maneuvers at high g loads. Figure 4 shows a photo of the wing.

3. The Fiber Sensing Array and Data Acquisition System

A polyimide-coated (ϕ145 μm) optical fiber sensing array, having 10 fiber Bragg gratings (FBGs) inscribed along its length, was placed parallel to the fastener line and securely attached to the skin surface using a structural adhesive, as shown in Figure 3 (this work, boasting real-time operation, could not use distributed fiber-optic sensing (DFOS), mainly due to the large amount of data generated over meters of fiber at the required sampling speed). The spectra of the array of FBGs, Figure 5, indicate quite uniform reflectivities of more than 35% at 1530, 1533, 1536, 1539, 1545, 1551, 1557, 1560, 1563 and 1566 nm (within −0 + 0.06 nm). Bandwidths at −3 dB were 0.383 ± 0.008 nm, and sideload suppression was better than 15 dB. The fiber array was glued to the thoroughly cleaned wing surface and then mechanically protected by a cured 3 cm wide and 0.1 mm thick layer of epoxy resin-impregnated glass fiber fabric. Seven FBGs were spaced along the damage zone and three outside, for reference. A well-secured egress point leads a 3 mm fiber cable through the wind tunnel floor to a commercial dynamic FBG interrogator.
The data acquisition system, Figure 6, was based on Smart Fibres Ltd. The SmartFibre Aero interrogator is capable of simultaneously reading four independent FBG arrays, with more than 10 FBGs per array. It uses a tunable laser, whose output, covering 40 nm in 0.1 nm steps, is split among the four arrays. For each independently detected array, the scan of the laser generates a wavelength-tagged temporal trace of the light intensity which returns from the FBGs of the array, effectively constituting a discrete spectrum of its FBGs. Identifying intensity values that exceed an adjustable threshold, the included electronic hardware defines the wavelength of peak reflection, λ B r a g g , of each FBG as the spectral center of gravity of its measured spectrum. Scanning its full spectrum at speeds up to 2500 times per second, the collected wavelength values of the peaks of all involved FBGs are continuously sent to the Control/Processing PC in a binary format via an internet connection (UDP/IP for data and TCP/IP for configuration). In order not to miss some unexpected phenomena, all experiments reported below used a relatively high sampling (scanning) speed of 1250 readings per second. In retrospect (see Section 6), the key dynamics were significantly slower, and data processing was conducted on time-decimated data.
Rather than connecting the Control/Processing PC directly to the interrogator, an internet switch was added, and the interrogator was configured to broadcast its data to another local or even remote computer for simultaneous processing using different algorithms.
Real-time SHM operation, being one of the core goals of this work, is understood here, in the context of SHM and damage monitoring of flying structures, as the ability of the system to provide health assessments of the structure at a user-defined frequency. The PCA-based SHM described in this paper, capable of generating graphical assessments of the wing ‘health’ at sub-minute intervals, was implemented in the following manner: (i) after being properly configured, the Control/Processing PC was programmed to continuously receive the interrogator data, converting the incoming binary representations of the measured data to decimal wavelengths and storing the results on its disk; (ii) every T s (e.g., a few tens, tested down to 10 s) a T -long segment of data was read from the disk and quickly processed by the PCA algorithm (the matrix–vector multiplication of Equation (3)), displaying the resulting T 2 and Q measures on the computer screen, together with appropriate, engineering-motivated thresholds. At such a monitoring rate, even the initiation of damage could be detected in time and disaster-preventing actions could hopefully be taken.

4. The Wind Tunnel Setup

The experiment was executed in the IAI subsonic wind tunnel. The wing was firmly mounted on the rotatable tunnel model support, Figure 7, equipped with a balance to measure the aerodynamic forces and moments experienced by the wing during testing. Health monitoring of the wing under variable wind speeds and fastener settings was performed using the data acquisition and health measurement system. The interrogator, switch and Control/Processing computer were all located in the tunnel control room.

5. Data Processing Methodology, Both Preparatory and Real-Time

In this work, real-time processing of continuously streaming data segments is based on processing measurements, taken for the current state of the wing against a previously established mathematical model, calculated for the ‘healthy’ wing (or another ‘reference state’ of choice). Following [33,34,35,36,37], we enlisted the Principal Component Analysis algorithm to reduce the dimensionality of the data, thereby creating an efficient computational model that allows live processing of the incoming in-flight data. Tools borrowed from multivariate data analysis were then used to report real-time deviations from the reference (e.g., ‘healthy’) state. The subsections below detail the employed procedures.

5.1. Principal Component Analysis

Given a complex, multivariate data set (i.e., continuously streaming segments of FBG readings from all FBG sensors), the PCA algorithm transforms the original data into a new set, consisting of uncorrelated features that reveal the dynamics of importance and potentially used to discard redundancy and noise, providing significant data reduction [34,35,36,37].
First, an incoming segment (say, 10 s long) of the reference data set is organized as an n × m matrix, X , where, in our case, the number of columns, m , is the number of FBGs (representing 10 measured variables), and the number of rows, n , is the number of observations (time samples collected during a particular experiment). The data in each column is optionally frequency-filtered and/or decimated and then normalized to zero mean and unity variance, resulting in the matrix X n o r m . Based on the given normalized data set, the PCA algorithm aims to find m orthogonal directions in the m vector space, such that the projection of the raw data in these directions will show maximum variance for one direction and decreasing variances for the others. It turns out that these directions and their associated variances are the eigenvectors and eigenvalues of the m × m covariance matrix, C X = X n o r m T · X n o r m / ( n 1 ) = P Λ P T . After proper sorting (if required), Λ is a diagonal matrix, whose diagonal holds the ordered eigenvalues, λ 1 λ 2 , , λ m (all 0 since C X is non-negative definite). The columns of the orthogonal m × m matrix, P , are the orthonormal eigenvectors of C X , which are also the sought-after directions in m space. The normalized input data, X n o r m , can now be transformed into another n × m matrix, T , using T = X n o r m P . For a given measurement, say, { X n o r m , i 0 , j , j = 1 , , m } , the corresponding elements of T , { T i 0 j , j = 1 , , m } , are the principal components of that measurement, also called the scores. Interestingly [33], the covariance matrix of T is simply the diagonal matrix Λ , so that all columns of T are uncorrelated and their variances are the corresponding elements of Λ .
PCA is highly effective in those cases where most of the eigenvalues are very small, and only a few, say, 1 , , l m , are considerably larger. Significant data reduction can be achieved by judiciously selecting in P only the eigenvectors which correspond to the highest l eigenvalues. Mathematically, let P l contain the first l columns of P . Then, the reduced data representation becomes
T l = X n o r m P l ,
where the reduced n x l score matrix T l has now only l columns. It is common [33,34,35,36,37] to approximate that part of X n o r m which is covered by the reduced T l by X ^ T l P l T = X n o r m P l P l T ( P l is not orthogonal), so that X n o r m can be expressed as the sum of the reduced part, X ^ , and a residual, R ( I is the m × m identity matrix):
X n o r m = X ^ + ( X n o r m X ^ ) X ^ + R R = X n o r m ( I P l P l T )
The adequacy of the choice of l can be roughly estimated by the ratio of the sum of variances in the l columns of T l over the sum of all variances— 1 l λ j / 1 m λ j —the closer to unity, the better the expected accuracy of the reduced representation.
In many cases, the l chosen principal components reveal the most dominant trends of the data and contain most of the information of interest, covering most of the variance in the data.
In summary, our damage detection data analysis proceeds along the following sequential steps: (i) A reference state of the structure is selected. (ii) A PCA model (normally, reduced) is then generated. (iii) The number of principal components to be used, l , is judiciously selected, thereby defining the P l matrix and the reference scores, T l r e f . (iv) New measurements, taken under modified conditions of the structure (e.g., damaged or under different flying conditions), X n e w (of dimensions n × m , where n may be different from n ), are normalized using the means and standard deviations of the reference data, resulting in X n o r m n e w . (v) New scores, T l n e w , are then computed by applying Equation (1) to the new normalized data:
T l n e w = X n o r m n e w P l
(vi) Finally, T l n e w (column vector, { t i n e w , i = 1 , , n } ), together with the PCA model’s Λ and P l , are used by the measures described below to determine deviations, the significance of which is to be evaluated by limits set by the user.

5.2. Hotelling T 2 Measure

For each new measurement of the m variables, the value of the T 2 measure is given by
T i 2 t i Λ l 1 t i T = x i P l Λ 1 P l T x i T
Here, x represents a row of m measured values, while t stands for their corresponding row of l < m principal components. Λ l is the top-upper-left part of Λ , containing only the largest l values, and the matrix P l was introduced in Section 5.1, calculated from similar measurements of the reference state.
It has been shown in statistics [33] that T 2 x = C o n s t a n t defines an l -dimensional ellipsoid in m -dimensional space, whose surface and inner volume contain all measurement points for which the probability of deviating from the zero-centered mean is lower than a value related to the C o n s t a n t through the Hotelling T-square statistic [33]. Measurements resulting in points outside the ellipsoid represent deviations.
Here, within the context of the reduced PCA model, a new (normalized) measurement x i (or its t i counterpart), taken under structural conditions different from those under which the reference PCA model was established (e.g., in the presence of damage or more extreme operational conditions), is then plugged into the right-hand side of Equation (4). If the result exceeds a user-defined value, it is then flagged as a deviation requiring attention.

5.3. The Q Measure

But what if too few principal components are retained, resulting in a non-negligible residual R = X n o r m X ^ of Equation (2) For a given new measurement, comprising the 1 x m -dimensional vector x i , a common way [33,34,35,36,37] to address this question is to calculate the Q measure given by ( x ^ i = x i P l P l T , Section 5.1)
Q i = ( x i x ^ i ) · ( x i x ^ i ) T = x i I P l P l T x i T .
Thus, Q i represents the sum of squares of the distance of x i x ^ i from the l -dimensional space that the reduced PCA model defines. It can be shown [33] that Q i can also be expressed as Q i = j = l + 1 m t j 2 , thereby representing the residual subspace spanned by the vectors that were not included in the reduced model. It is generally more sensitive than the T 2 statistic [33], but more prone to noise.
Large deviations in Q values from those obtained for the reference case should be addressed as warnings.

6. Test Procedure

Overall, the entire test procedure involved a few wind tunnel runs, each lasting 12–22 min, Table 1. The wing aileron was set to zero position by its actuator. Healthy wing tests were performed with tightened fasteners. Different degrees of damage were emulated by opening either 5 fasteners (B1, B3, B5, B7, B9; Figure 3) or all 10 fasteners. Here, we report a few example cases with and without damage.
Each experiment started by setting the strains of all FBGs to zero. Figure 8 shows the strain in a typical tunnel run, together with the airspeed at the center of each step. At an attack angle of 4 degrees, all FBGs were under compression during the run. Note, though, the positive strain readings at the end of the run (~24 μS), indicating a temperature effect. Indeed, in this experiment, the temperature started at 30° Celsius, increasing to 35.7° at the maximum airspeed of 41.8 m/s, ending at 34°. Assuming the wing to straighten up elastically at the end of the run to its run-start position, we can roughly estimate the dependence of the FBG readings on temperature as 6 μS/°C (=24/4), close enough to the known values for FBGs glued to the surface of composites [38,39].
The uncertainty of the strain measurements, directly estimated from the zero-airspeed portions of the trace, is less than 1 μS (std) in all experiments. Another common feature of all traces is the observed increase in thickness with the tunnel airspeed. Rather than representing noise, analysis in both time and frequency domains reveals a lift-force-dependent vibrational mode of the wing at 13 Hz, as shown in Figure 9.
Since these spectra are shared by all runs (at the quoted airspeeds), healthy and damaged alike (up to 1–2 dB), and since the strength of the 13 Hz fundamental mode clearly dominates the dynamics of the events, it appears that all experiments could have been sampled at 125 Hz, rather than 1250 Hz, considerably reducing the amount of stored and processed data.
The following section focuses on attempts to apply the T 2 and Q tests to both run segments of equal airspeed (Section 7.1) and to the complete runs (Section 7.2).

7. Results and Their Analysis

7.1. Comparing Segments of Equal Airspeed

With real-time SHM damage detection applications in mind, a possible scenario may involve continuous (or intermittent) comparisons of segments of current readings of the sensing net with stored values of the healthy states of the vehicle under the same flight conditions. We thus isolated segments of equal speed of approximately equal durations and subjected the strain traces (compensated for small differences in temperature and airspeed) to T 2 and Q tests. Case 1 (serving as the healthy/reference state) and its 10 FBGs’ readings in the segment of max speed (41.8 m/s) were used to establish the reference PCA model, following the procedure outlined in Section 5.1. Since the largest eigenvalue of the covariance matrix represented 91% of the total variance, scores based on the leading principal component were subjected to T 2 and Q analyses, resulting in Figure 10 (5 fasteners open, Case 2) and 8 (10 fasteners open, Case 3). Note that in each case we also show (bottom, blue) the T 2 and Q values of the healthy case against itself.
It is clearly seen in Figure 10 that for scores based on a single principal component of the healthy state, the Q measure proves itself to be very sensitive to the presence of the ‘damage’, dramatically increasing in value with its growing extent. In contrast, the T 2 one is much noisier, having a mean value for the more ‘damaged’, 10-open-fastener case lower than the mean for the less ‘damaged’, 5-open-fastener one.
Recalling that the first principal component, on which Figure 10 is based, represents only 91% of the variance in the healthy model, we recalculated the curves of Figure 10 using scores containing two leading principal components, as shown in Figure 11, now covering 95.2% of the variance.
With two principal components, both T 2 and Q means show higher values for the more damaged state, while still, the mean-to-std ratio is much higher for the Q measure. Note that the values of T 2 increase while those of Q decrease. This trend continues as increasingly more principal components are added.

7.2. Comparing Complete Traces

In this section damage is assessed by applying T 2 and Q to complete runs (mimicking take-off, cruise and landing conditions). In these runs, the airspeed starts at zero, increases in steps to a maximum value (~40 m/s) and then decreases, also in steps, back to rest; see Figure 5, which portrays the induced strain in one of the FBGs during a run. No effort was made to fully synchronize the temporal profile of the airspeed to be the same for all runs. Again, Case 1 served as the healthy case, with the largest eigenvalue of its complete-trace-based covariance matrix representing 99.9% of the total variance. Cases 2 and 3 represented the initial and final stages of the damage, respectively.
Figure 12 shows the T 2 and Q measures for this whole-trip scenario, together with their means at their highest values, which occur during the period of maximum airspeed.
Comparing the airspeed temporal profiles of Cases 2 and 3 with the T 2 and Q curves of Figure 12, we found that the highest values of both T 2 and Q , used for the indication of damage, temporally align with the moments when the maximum airspeed occurs. Since the two runs were not temporally identical, there is a slight shift in the regions of maximum value between the top and bottom panes in the figure.
Clearly, the Q measure detects the damage, outputting a mean value that is not only much higher than its corresponding one but also increases with the extent of the damage. As for the T 2 measure, its high mean values for the two types of damage (4.6 for the 5-open-fastener case and 4.4 for the 10-open-fastener one) are not commensurate with the extent of the corresponding damage, and the difference between the two values is minor. Also note that the T 2 values for the healthy case against its own PCA model are as large as for the damage case (note that the figure shows the results for Cases 2 and 3 in full but truncates those for Case 1, whose run was a bit longer, yet the PCA model was based on the whole run of healthy Case 1).

8. Summary and Conclusions

This study demonstrates the use of wind tunnel experiments to test the SHM capabilities of a damage detection approach that allows for real-time assessment of damage in an aircraft wing located inside the tunnel. The proposed approach starts with the establishment of a PCA model for the healthy state of the wing using strain readings from a fiber-optic sensing net during emulated tunnel flights. The damage is a debond region of the wing, repaired back to its healthy state by 10 tightened fasteners. Through the use of the preprepared healthy PCA model, repeated strain measurements of the wing by the same sensor net in the presence of damage (selected fasteners are opened to create damage of varying extent) are then quickly converted in real-time to scores, whenever possible using only the first one or two leading principal components, and processed to produce T 2 and Q measures, which are intended to indicate the presence and extent of damage.
Comparing readings of healthy and damage states of the structure during constant airspeed conditions, we found the Q measure to generate values that not only were quite distinct from those of the healthy state but also monotonically grew with the extent of the damage. This was not the case for the T 2 measure. This conclusion remained valid when complete trips were compared.
Clearly, engineers are the ones who interpret specific SHM numerical outputs as damage of a given severity, using thresholds grounded in engineering experience and judgment. This step was avoided in this study, at least until more experience is gained with our proposed and demonstrated approach.
Note that such an SHM system can be easily integrated into modern aircraft avionics, especially in cases where internet communication is supported. Some commercially available interrogators have successfully passed thorough environmental tests, including RFI/EMI, demonstrating their compatibility with aircraft avionics. As for power consumption, modern aerospace-designed interrogators require no more than a few tens of Watts. Finally, most modern aircraft have available computing power that can easily perform the matrix–vector multiplication required by the PCA algorithm once a PCA model has been already established. Telemetry can then provide transmission to ground of either the raw PCA results or only those values exceeding pre-designed thresholds.
Wind tunnel experiments may offer a more cost-effective and technically convenient means of validating both old and new SHM approaches compared to actual flights. They also offer a more controlled and repeatable environment. More wind tunnel studies, involving genuinely damaged structures, combined with state-of-the-art real-time health monitoring algorithms (including those based on machine learning and AI) have the potential to accelerate the industrial adoption of SHM in aeronautics.

Author Contributions

Conceptualization, Y.O., I.K., A.C. and M.T.; Funding acquisition, S.S. and A.C.; Project administration, U.B.-S., I.K., U.M. and G.A.; Methodology, Y.O., I.K., B.G., U.M., A.C. and G.A.; Project administration, U.B.-S.; Software, J.B.; Supervision, Y.O., S.S. and M.T.; Validation, B.G.; Writing—original draft, Y.O.; Writing—review and editing, M.T. All authors have read and agreed to the published version of the manuscript.

Funding

This research received no external funding.

Data Availability Statement

Data will be provided under specific conditions and if necessary.

Conflicts of Interest

The authors declare no conflicts of interest.

Appendix A

Appendix A.1. On the Use of Fiber Sensing Networks in SHM Applications

  • The proper operation of the FBG fiber sensing net requires the correct placement of each FBG to ensure linear strain transfer between the FBG and the underlying measured structure.
  • Optical fiber integration in aircraft structures is not limited by length or size. Sensor integration, including embedding, surface bonding using a dedicated sensing mat, egress/ingress concepts and repairability were demonstrated in the EU SARISTU project [40] on a real aircraft structure demonstrator. Yet practical issues, such as price, maintenance and the inability of the FBG to sense remote events that do not affect the strain surrounding the FBG, may limit the use of FBG-based sensing techniques to monitor only discrete troublesome hot spots.
  • Optical fibers, including FBGs inscribed within them, are well known for their ability to withstand harsh environmental conditions [41,42]. This robustness makes them ideal for applications in communications, aerospace, civil engineering, oil and gas and structural health monitoring. However, besides being sensitive to strain, the peak reflection wavelength ( λ B ) of the FBG is also influenced by temperature (through its effect on fiber core, cladding and coating [38]) and humidity (coating only [39,43]). A robust and commonly preferred method to eliminate the temperature sensitivity of the strain-measuring FBG array is to attach or embed an auxiliary strain-isolated, temperature-only sensing FBG array quite close to the primary array. Once the temperature sensitivity of the primary array is accurately characterized, the data from the other array can be used to extract temperature-independent strain information from the primary FBG array. As for humidity, compensation can be implemented provided that the actual value of humidity in the vicinity of the FBG is measured independently and the dependence of λ B on this parameter has been calibrated.
  • FBG sensing for SHM is commonly used for strain monitoring. Thus, buckling, delamination, debonding and cracks, all types of damage associated with a loss of stiffness, can be handled by the proposed system after thorough testing and verification, preferably combined with a digital twin.
  • Long-term operation of such a damage-detecting SHM system depends on quite a few factors. Modern FBG interrogators have reasonable long-term stability and can be easily calibrated, if necessary. While the FBGs themselves are known to be quite stable, their actual behavior also critically depends on the stability of the matrix they are embedded in or attached to. Under these circumstances, timely calibration will be required. The dynamic effects of temperature and humidity will have to be compensated for, as described above. In any case, it is too early to obtain a reliable estimate of the expected measurement error of such a system over an extended period.

Appendix A.2. On the Use of PCA-Based Algorithms

  • Despite the high degree of similarity among a family of same-model structures, a PCA model constructed for one family member may be used for another member only after thorough verification and validation.
  • Under realistic flight conditions, involving mixed-mode loading and a noisy environment, a single statistic may not be sufficient to definitively assess the health status of the structure.
  • The operation of the PCA-based algorithm must be tested under dynamic nonlinear maneuvers of the structure.

References

  1. Farrar, C.R.; Lieven, N.A. Damage prognosis: The future of structural health monitoring. Philos. Trans. R. Soc. A Math. Phys. Eng. Sci. 2007, 365, 623–632. [Google Scholar] [CrossRef] [PubMed]
  2. Boller, C. Structural health monitoring—An introduction and definitions. In Encyclopedia of Structural Health Monitoring; John Wiley & Sons: Hoboken, NJ, USA, 2009. [Google Scholar]
  3. Farrar, C.R.; Worden, K. Structural Health Monitoring: A Machine Learning Perspective; Wiley: New York, NY, USA, 2012. [Google Scholar]
  4. Wild, G.; Pollock, L.; Abdelwahab, A.K.; Murray, J. The Need for Aerospace Structural Health Monitoring: A review of aircraft fatigue accidents. Int. J. Progn. Health Manag. 2021, 12, 1–16. [Google Scholar] [CrossRef]
  5. Code of Federal Regulations. Available online: https://www.govinfo.gov/content/pkg/CFR-2017-title14-vol1/xml/CFR-2017-title14-vol1-sec23-573.xml (accessed on 10 July 2025).
  6. NATO Standardization Agency. STANAG 4671(Edition 1)—UAV Systems Airworthiness Requirements (USAR) for North Atlantic Treaty Organization (NATO) Military UAV Systems. 2009. Available online: http://everyspec.com/NATO/NATO-STANAG/STANAG_4617_DRAFT_22MAR2007_51639/ (accessed on 10 July 2025).
  7. Foote, P. New guidelines for implementation of structural health monitoring in aerospace applications. SAE Int. J. Aerosp. 2013, 6, 525–533. [Google Scholar] [CrossRef]
  8. Piotrowski, D. Overview of SHM in airline maintenance: Challenges and opportunities. In Structural Health Monitoring/Management (SHM) in Aerospace Structures; Elsevier: Amsterdam, The Netherlands, 2024; pp. 3–14. [Google Scholar]
  9. Singh, C.D.; Singh, D.; Singh, K.J.; Kaur, H. (Eds.) Condition-Based Maintenance and Residual Life Prediction; John Wiley & Sons: Hoboken, NJ, USA, 2025. [Google Scholar]
  10. Tseremoglou, I.; Santos, B.F. Condition-based maintenance scheduling of an aircraft fleet under partial observability: A deep reinforcement learning approach. Reliab. Eng. Syst. Saf. 2023, 241, 109582. [Google Scholar] [CrossRef]
  11. Yuan, F.-G. (Ed.) Structural Health Monitoring/Management (SHM) in Aerospace Structures; Elsevier: Amsterdam, The Netherlands, 2024. [Google Scholar]
  12. Baptista, M.L.; Delgado, F.; Eskue, N.; Chao, M.A.; Goebel, K. Integrating Prognostics and Health Management in the Design and Manufacturing of Future Aircraft. In Artificial Intelligence for Smart Manufacturing and Industry X. 0; Springer Nature: Cham, Switzerland, 2025; pp. 121–145. [Google Scholar]
  13. Oliveira, T.L.L.; Hadded, M.; Mimouni, S.; Schaan, R.B. The Role of Non-Destructive Testing of Composite Materials for Aerospace Applications. NDT 2025, 3, 3. [Google Scholar] [CrossRef]
  14. Boopathy, G.; Surendar, G.; Nema, A.; Anand, T.P. Review on non-destructive testing of composite materials in aircraft applications. Int. J. Mech. Eng. Technol. 2017, 8, 1334–1342. [Google Scholar]
  15. Apuleo, G.; Ciminello, M.; Pellone, L.; Mercurio, U.; Concilio, A. Application of a Fiber Optic-Based SHM System to a Composite Aircraft Wing and Its Technological Maturity Evaluation. Eng. Proc. 2025, 90, 31. [Google Scholar]
  16. Blond, K.; O’brien, T.; Thompson, N.; Piotrowski, D.; Clark, A. Comparative Vacuum Monitoring Solutions to Advance US Air Force KC-46A Condition-Based Maintenance Plus. Aerospace 2023, 10, 587. [Google Scholar] [CrossRef]
  17. Kressel, I.; Dorfman, B.; Botsev, Y.; Handelman, A.; Balter, J.; Pillai, A.C.R.; Prasad, M.H.; Gupta, N.; Joseph, A.M.; Sundaram, R.; et al. Flight validation of an embedded structural health monitoring system for an unmanned aerial vehicle. Smart Mater. Struct. 2015, 24, 075022. [Google Scholar] [CrossRef]
  18. Tibaduiza Burgos, D.A.; Gomez Vargas, R.C.; Pedraza, C.; Agis, D.; Pozo, F. Damage identification in structural health monitoring: A brief review from its implementation to the use of data-driven applications. Sensors 2020, 20, 733. [Google Scholar] [CrossRef] [PubMed]
  19. Preisighe Viana, M.V. In-Flight Evaluation of Multipoint Loads Model for Flexible Aircraft Loads Monitoring. In Proceedings of the AIAA SCITECH 2025 Forum, Orlando, FL, USA, 6–10 January 2025. [Google Scholar] [CrossRef]
  20. Konforty, S.; Khmelnitsky, M.; Kressel, I.; Klein, R.; Tur, M.; Bortman, J. Bearing health monitoring using optical fiber sensors. Phm Soc. Eur. Conf. 2016, 3, 1–7. [Google Scholar] [CrossRef]
  21. Tur, M.; Sovran, I.; Bergman, A.; Motil, A.; Shapira, O.; Ben-Simon, U.; Kressel, I.; Kalinowski, H.J.; Fabris, J.L.; Bock, W.J. Structural health monitoring of composite-based UAVs using simultaneous fiber optic interrogation by static Rayleigh-based distributed sensing and dynamic fiber Bragg grating point sensors. In Proceedings of the 24th International Conference on Optical Fibre Sensors, Curitiba, Brazil, 28 September–2 October 2015; Volume 9634. [Google Scholar]
  22. Guemes, A.; Pintado, J.M.; Frovel, M.; R-Lence, F.; Menedez, J.M. Embedded fibre bragg gratings for damage detection in composites. In Proceedings of the SHM2003—Proceedings of 4th International Workshop on Structural Health Monitoring, Stanford, CA USA, 15–17 September 2003; Chang, F.-K., Ed.; DEStech Publications: Lancaster, PA, USA, 2003. [Google Scholar]
  23. Hokama Razzini, A. Development of an Optimal Sensor Placement Framework for Structural Health Monitoring of an Aircraft Wing’s Spar. Doctoral Dissertation, UC San Diego, La Jolla, CA, USA, 2024. [Google Scholar]
  24. Zakirov, R.; Giyasova, F. Application of fiber-optic sensors for the aircraft structure monitoring. In Safety in Aviation and Space Technologies: Select Proceedings of the 9th World Congress “Aviation in the XXI Century”; Springer International Publishing: Cham, Switzerland, 2021. [Google Scholar]
  25. Güemes, A.; Fernandez-Lopez, A. Structural health monitoring with fiber optic sensors. In Proceedings of the 23rd International Conference on Optical Fibre Sensors, Santander, Spain, 2–6 June 2014; Volume 9157. [Google Scholar]
  26. Sierra-Pérez, J.; Alvarez-Montoya, J. Damage detection in composite aerostructures from strain and telemetry data fusion by means of pattern recognition techniques. In Proceedings of the 9th European Workshop on Structural Health Monitoring, Manchester, UK, 10–13 July 2018. [Google Scholar]
  27. Udd, E.; Spillman, W.B., Jr. (Eds.) Fiber Optic Sensors: An Introduction for Engineers and Scientists; John Wiley & Sons: Hoboken, NJ, USA, 2024. [Google Scholar]
  28. Rocha, H.; Semprimoschnig, G.; Nunes, J.P. Sensors for process and structural health monitoring of aerospace composites: A review. Eng. Struct. 2021, 237, 112231. [Google Scholar] [CrossRef]
  29. Qiu, H.; Rosafalco, L.; Ghisi, A.; Mariani, S. Structural Health-Monitoring Strategy Based on Adaptive Kalman Filtering. Eng. Proc. 2024, 82, 76. [Google Scholar]
  30. Chin, C.; Abdullah, S.; Ariffin, A.; Singh, S.; Arifin, A. A review of the wavelet transform for durability and structural health monitoring in automotive applications. Alex. Eng. J. 2024, 99, 204–216. [Google Scholar] [CrossRef]
  31. Dey, S.; Saikat, K.S.; Kalyan, K.M. Frequency Domain Vibration Analysis. In Intelligent Manufacturing and Energy Sustainability: Proceedings of ICIMES; Springer Singapore: Singapore, 2021; Volume 265, p. 509. [Google Scholar]
  32. Satpal, S.B.; Khandare, Y.; Guha, A.; Banerjee, S. Structural health monitoring of a cantilever beam using support vector machine. Int. J. Adv. Struct. Eng. 2013, 5, 2. [Google Scholar] [CrossRef]
  33. Jackson, J.E. A User’s Guide to Principal Components; John Wiley & Sons: Hoboken, NJ, USA, 2005. [Google Scholar]
  34. Mujica, L.E.; Ruiz, M.; Pozo, F.; Rodellar, J.; Güemes, A. A structural damage detection indicator based on principal component analysis and statistical hypothesis testing. Smart Mater. Struct. 2013, 23, 025014. [Google Scholar] [CrossRef]
  35. Mujica, L.; Rodellar, J.; Fernández, A.; Güemes, A. Q-statistic and T2-statistic PCA-based measures for damage assessment in structures. Struct. Health Monit. 2010, 10, 539–553. [Google Scholar] [CrossRef]
  36. Sierra-Pérez, J.; Güemes, A.; Mujica, L.E.; Ruiz, M. Damage detection in composite materials structures under variable loads conditions by using fiber Bragg gratings and principal component analysis, involving new unfolding and scaling methods. J. Intell. Mater. Syst. Struct. 2015, 26, 1346–1359. [Google Scholar] [CrossRef]
  37. Tong, C.D.; Yan, X.F.; Ma, Y.X. Statistical process monitoring based on improved principal component analysis and its application to chemical processes. J. Zhejiang Univ. A 2013, 14, 520–534. [Google Scholar] [CrossRef]
  38. Othonos, A.; Kalli, K. Fiber Bragg Gratings: Fundamentals and Applications in Telecommunications and Sensing; Artech House: London, UK, 1999. [Google Scholar]
  39. Frövel, M.; Gutiérrez, C.; González, S.; Carrión, G.; Cabrerizo, F.; Pintado, J.M. Influence of temperature and humidity on the performance of FBG-strain sensors embedded in CFRP composites. In Proceedings of the 4th European Workshop on Structural Health Monitoring, Krakow, Poland, 2–4 July 2008. [Google Scholar]
  40. Wölcken, P.C.; Papadopoulos, M. (Eds.) Smart Intelligent Aircraft Structures (SARISTU): Proceedings of the Final Project Conference; Springer: Berlin/Heidelberg, Germany, 2015. [Google Scholar]
  41. Di Sante, R.; Donati, L.; Troiani, E.; Proli, P. Reliability and Accuracy of Embedded Fiber Bragg Grating Sensors for Strain Monitoring in Advanced Composite Structure. Met. Mater. Int. 2014, 20, 537–543. [Google Scholar] [CrossRef]
  42. Frövel, M.; del Olmo, E.; Carrión, G.; Pintado, J.M. Influence of Fatigue Loads and Temperature on the Response of FBGS embedded in Composite Material for Aerospace Applications. In Proceedings of the European Workshop on Structural Health Monitoring, EWSHM 2010, Sorento, Italy, 29 June–2 July 2010. [Google Scholar]
  43. Aceti, P.; Sala, G. Impact of Moisture Absorption on Optical Fiber Sensors: New Bragg Law Formulation for Monitoring Composite Structures. J. Compos. Sci. 2024, 8, 518. [Google Scholar] [CrossRef]
Figure 1. The composite wing: inner structure.
Figure 1. The composite wing: inner structure.
Sensors 25 04423 g001
Figure 2. A cross-section of the composite wing, showing the spar, the skin and one of the holes, occupied by a fastener and its under-skin nut.
Figure 2. A cross-section of the composite wing, showing the spar, the skin and one of the holes, occupied by a fastener and its under-skin nut.
Sensors 25 04423 g002
Figure 3. An engineering drawing of the skinned wing, showing the 10 fasteners and 10 FBGs.
Figure 3. An engineering drawing of the skinned wing, showing the 10 fasteners and 10 FBGs.
Sensors 25 04423 g003
Figure 4. The wing. The arrow points to the fasteners over debonded zone (aileron not shown).
Figure 4. The wing. The arrow points to the fasteners over debonded zone (aileron not shown).
Sensors 25 04423 g004
Figure 5. The reflection spectra of the 10 FBGs.
Figure 5. The reflection spectra of the 10 FBGs.
Sensors 25 04423 g005
Figure 6. The data acquisition setup included the FBG interrogator, an internet switch, a Control and Processing PC and another computer that simultaneously received the FBG data broadcast by the interrogator, allowing it to process the data in ways different from those of the other computer (not used in this work).
Figure 6. The data acquisition setup included the FBG interrogator, an internet switch, a Control and Processing PC and another computer that simultaneously received the FBG data broadcast by the interrogator, allowing it to process the data in ways different from those of the other computer (not used in this work).
Sensors 25 04423 g006
Figure 7. The composite wing mounted on a rotatable model support of the wind tunnel. Airflow arrives from the left.
Figure 7. The composite wing mounted on a rotatable model support of the wind tunnel. Airflow arrives from the left.
Sensors 25 04423 g007
Figure 8. Typical strain (left axis) of FBG 8 (Figure 3) against time in a typical tunnel run, together with the recorded airspeed (stem plot, right axis).
Figure 8. Typical strain (left axis) of FBG 8 (Figure 3) against time in a typical tunnel run, together with the recorded airspeed (stem plot, right axis).
Sensors 25 04423 g008
Figure 9. Power spectral densities of the strain readings of FBG 8 for a healthy wing, Case 1, calculated from segments of constant airspeed at zero airspeed (bottom, blue), 25 m/s (middle, green) and 41.7 m/s (top, red), all taken at 1250 samples/s. Note the weaker harmonics, clearly visible in the middle, green trace. The sources of the significantly weaker events at frequencies above approximately 100 Hz have yet to be identified.
Figure 9. Power spectral densities of the strain readings of FBG 8 for a healthy wing, Case 1, calculated from segments of constant airspeed at zero airspeed (bottom, blue), 25 m/s (middle, green) and 41.7 m/s (top, red), all taken at 1250 samples/s. Note the weaker harmonics, clearly visible in the middle, green trace. The sources of the significantly weaker events at frequencies above approximately 100 Hz have yet to be identified.
Sensors 25 04423 g009
Figure 10. The equal-speed scenario: T 2 and Q values (red curves) for the wing, with a ‘damage’ of 5 (top frames) and 10 fasteners (bottom frames). Black horizontal lines denote the corresponding means of the strain. Results are based on single principal component scores. Blue (bottom curves): corresponding T 2 and Q values, calculated for the healthy case, are based on its own PCA model.
Figure 10. The equal-speed scenario: T 2 and Q values (red curves) for the wing, with a ‘damage’ of 5 (top frames) and 10 fasteners (bottom frames). Black horizontal lines denote the corresponding means of the strain. Results are based on single principal component scores. Blue (bottom curves): corresponding T 2 and Q values, calculated for the healthy case, are based on its own PCA model.
Sensors 25 04423 g010
Figure 11. The equal-speed scenario: same as Figure 10, but here, scores calculations are based on the two leading principal components of the healthy model. T 2 and Q values (red curves) for the wing, with a ‘damage’ of 5 (top frames) and 10 fasteners (bottom frames). Black horizontal lines denote the corresponding means. Blue (bottom curves): corresponding T 2 and Q values, calculated for the healthy case, based on its own PCA model.
Figure 11. The equal-speed scenario: same as Figure 10, but here, scores calculations are based on the two leading principal components of the healthy model. T 2 and Q values (red curves) for the wing, with a ‘damage’ of 5 (top frames) and 10 fasteners (bottom frames). Black horizontal lines denote the corresponding means. Blue (bottom curves): corresponding T 2 and Q values, calculated for the healthy case, based on its own PCA model.
Sensors 25 04423 g011
Figure 12. Whole-trip scenario: T 2 and Q values (red curves) for the wing, with a ‘damage’ of 5 (top frames) and 10 fasteners (bottom frames). Black horizontal lines denote the corresponding means, computed from the upper segments of the red curves. Results are based on single principal component scores. Blue (bottom curves): corresponding T 2 and Q values, calculated for the healthy case, based on its own PCA model.
Figure 12. Whole-trip scenario: T 2 and Q values (red curves) for the wing, with a ‘damage’ of 5 (top frames) and 10 fasteners (bottom frames). Black horizontal lines denote the corresponding means, computed from the upper segments of the red curves. Results are based on single principal component scores. Blue (bottom curves): corresponding T 2 and Q values, calculated for the healthy case, based on its own PCA model.
Sensors 25 04423 g012
Table 1. Reported cases covering different airspeeds and damage conditions.
Table 1. Reported cases covering different airspeeds and damage conditions.
ExperimentAirspeed [m/s]Max Lift Force [kgf]Angle of Attack [°]Number of Removed Fasteners
10–41.7108.540
20–41.8108.545
30–42107.8410
Disclaimer/Publisher’s Note: The statements, opinions and data contained in all publications are solely those of the individual author(s) and contributor(s) and not of MDPI and/or the editor(s). MDPI and/or the editor(s) disclaim responsibility for any injury to people or property resulting from any ideas, methods, instructions or products referred to in the content.

Share and Cite

MDPI and ACS Style

Ofir, Y.; Ben-Simon, U.; Shoham, S.; Kressel, I.; Galasso, B.; Mercurio, U.; Concilio, A.; Apuleo, G.; Bohbot, J.; Tur, M. Real-Time Damage Detection in an Airplane Wing DuringWind Tunnel Testing Under Realistic Flight Conditions. Sensors 2025, 25, 4423. https://doi.org/10.3390/s25144423

AMA Style

Ofir Y, Ben-Simon U, Shoham S, Kressel I, Galasso B, Mercurio U, Concilio A, Apuleo G, Bohbot J, Tur M. Real-Time Damage Detection in an Airplane Wing DuringWind Tunnel Testing Under Realistic Flight Conditions. Sensors. 2025; 25(14):4423. https://doi.org/10.3390/s25144423

Chicago/Turabian Style

Ofir, Yoav, Uri Ben-Simon, Shay Shoham, Iddo Kressel, Bernardino Galasso, Umberto Mercurio, Antonio Concilio, Gianvito Apuleo, Jonathan Bohbot, and Moshe Tur. 2025. "Real-Time Damage Detection in an Airplane Wing DuringWind Tunnel Testing Under Realistic Flight Conditions" Sensors 25, no. 14: 4423. https://doi.org/10.3390/s25144423

APA Style

Ofir, Y., Ben-Simon, U., Shoham, S., Kressel, I., Galasso, B., Mercurio, U., Concilio, A., Apuleo, G., Bohbot, J., & Tur, M. (2025). Real-Time Damage Detection in an Airplane Wing DuringWind Tunnel Testing Under Realistic Flight Conditions. Sensors, 25(14), 4423. https://doi.org/10.3390/s25144423

Note that from the first issue of 2016, this journal uses article numbers instead of page numbers. See further details here.

Article Metrics

Back to TopTop