13768 FACTA UNIVERSITATIS Series: Electronics and Energetics Vol. 39, No 1, March 2026, pp. 257 - 268 https://doi.org/10.2298/FUEE2601257S © 2026 by University of Niš, Serbia | Creative Commons License: CC BY-NC-ND Original scientific paper HIGH-VOLTAGE SURGE IMPACT ON THICK-FILM SENSORS FOR STRUCTURAL HEALTH MONITORING: RESISTANCE AND NOISE SPECTROSCOPY ANALYSIS Zdravko Stanimirović1, Ana Stanimirović2, Aleksandar Savić3, Ivanka Stanimirović1 1“Vinča” Institute of Nuclear Sciences - National Institute of the Republic of Serbia, University of Belgrade, Serbia 2Faculty of Physics, University of Belgrade, Serbia 3Faculty of Civil Engineering, University of Belgrade, Serbia ORCID iDs: Zdravko Stanimirović https://orcid.org/0000-0002-2048-0027 Ana Stanimirović https://orcid.org/0009-0002-6002-7347 Aleksandar Savić https://orcid.org/0000-0002-1777-6775 Ivanka Stanimirović https://orcid.org/0000-0003-2445-611X Abstract. This study explores the effects of high-voltage electrical surges on the performance and structural integrity of thick-film strain sensors developed for structural health monitoring in steel infrastructure. The sensors were fabricated using screen-printing techniques with a bismuth lead ruthenate-based resistive composition deposited on alumina ceramic substrates. To simulate realistic operational conditions, the sensors were mounted on steel beams and subjected to four-point bending to induce mechanical strain. Following mechanical loading, controlled high-voltage surge pulses were applied to emulate extreme electrical events. Sensor response was characterized before and after surge exposure using both static resistance measurements and current noise spectral analysis. While resistance measurements showed limited change, noise spectroscopy revealed microstructural damage undetectable by conventional means. The findings highlight the degradation mechanisms arising from electromechanical stress and demonstrate the effectiveness of noise spectroscopy as a non-destructive diagnostic tool. These results support the use of thick-film sensors in electrically demanding environments. Key words: thick-film strain sensors, structural health monitoring, high-voltage surge testing, low- frequency noise, tunnelling conduction, metal-insulator-metal junctions Received June 10, 2025; revised August 20, 2025; accepted September 16, 2025 Corresponding author: Ivanka Stanimirović “Vinča” Institute of Nuclear Sciences – National Institute of the Republic of Serbia, University of Belgrade. E-mail: ivanka.stanimirovic@vin.bg.ac.rs 258 Z. STANIMIROVIĆ, A. STANIMIROVIĆ, A. SAVIĆ, I. STANIMIROVIĆ 1. INTRODUCTION Throughout their operational lifespan, civil engineering structures endure gradual deterioration and exposure to diverse environmental challenges, such as seismic disturbances, hydrodynamic forces, soil shifts and extreme climatic conditions. As infrastructure becomes increasingly complex and expansive, the deployment of sophisticated structural health monitoring (SHM) systems is imperative to uphold structural integrity, enhance safety and refine maintenance strategies. SHM functions on the principle that a structure's mechanical and material properties change over time due to external forces, wear, corrosion and other degradation processes. By persistently tracking strain variations, internal stress fluctuations and additional crucial metrics, early indicators of structural damage can be identified, helping to prevent catastrophic failures [1-3]. Strain measurement is especially vital in SHM, offering essential insights into load distribution, fatigue endurance and the prolonged functionality of civil infrastructure. Various sensor technologies have been explored for strain measurement in SHM, including metal foil strain gauges, fiber optic sensors and piezoelectric sensors, each possessing unique benefits and limitations [4-9]. In recent years, thick-film strain sensors have gained prominence as a resilient and cost-effective alternative for SHM applications, delivering an optimal balance of mechanical strength, environmental resistance and seamless integration. Unlike conventional strain gauges that rely on adhesive attachment, thick-film strain sensors feature screen-printed resistive films sintered onto various substrates, which ensures strong adhesion, durability and resistance to mechanical fatigue [10-12]. These sensors exhibit remarkable thermal stability, with minimal resistance fluctuations across diverse operational environments, making them highly suitable for outdoor structures subjected to varying temperatures. Furthermore, thick-film strain sensors must demonstrate resilience against high-voltage surges, a crucial attribute for steel components in modern glass-steel constructions, bridges and critical infrastructure that face risks from lightning strikes and electrical disturbances. The differences in electrical and thermal performance between thick-film and other SHM sensor technologies are highlighted in Table 1. This research examines the behavior of screen-printed Bi₂Ru₂O₇-based ceramic strain sensors affixed to steel bars under high-voltage surge conditions. To analyze the influence of high-voltage surges, this study measures resistance variations in the sensors and investigates how structural changes correlate with noise performances. By assessing these interactions, the research provides a deeper understanding of how high-voltage exposure impacts sensor functionality. The findings highlight the promise of thick-film technology as a reliable and scalable solution for SHM, demonstrating superior durability and adaptability compared to conventional strain sensing techniques. Implementing thick-film sensors within civil infrastructure can bolster predictive maintenance efforts, lower upkeep costs and extend the operational lifespan of essential structures. This research contributes to the evolution of SHM methodologies, offering key insights into the feasibility of thick- film strain sensors in high-voltage environments. Table 1 Characteristics of thick-film sensors, metal foil strain gauges, fiber optic sensors and piezoelectric sensors for SHM [13] Sensor Type Thick-Film Sensors Metal Foil Strain Gauges Fiber Optic Sensors Piezoelectric Sensors GF 2–35 ~2 0.8–1.2 Varies TCR (ppm/°C) ±50 to ±200 ±5 to ±20 ~0 Varies High-Voltage Surge Impact on Thick-Film Sensors for Structural Health Monitoring... 259 2. EXPERIMENTAL EVALUATION OF HIGH-VOLTAGE SURGE EFFECTS ON THICK-FILM STRAIN SENSORS To assess the effects of high-voltage surges on thick-film strain sensors for structural health monitoring, thick-film strain sensors were affixed to steel bars (Fig. 1a). The sensors were fabricated on 0.635 mm thick alumina (96% Al₂O₃) substrates, combined with a Bi2Ru2O7-based thick-film resistive composition exhibiting a sheet resistance of 10 kΩ/sq. The resistive film was applied using standard screen-printing techniques with a semiautomatic screen printer. A stainless-steel screen, stretched over an aluminum frame, was employed to transfer the thick-film composition onto the substrate. The printed layer pattern was defined by a 200-mesh stainless-steel screen with emulsion thicknesses of 10- 12 μm, ensuring high-resolution deposition of the resistive film. A Pd/Ag conductive thick film was employed for the fabrication of contact pads to ensure reliable electrical connections in SHM applications. Each sensor, measuring 3 × 21 mm², was segmented into seven 3 × 3 mm² sections, separated by six contact pads (Fig. 1a). Following deposition, the printed resistive layers underwent a series of precisely controlled curing and firing steps to ensure stable electrical characteristics. The curing process involved initial leveling at room temperature, followed by drying at 150 °C for 10 minutes in an infrared conveyor dryer. Subsequently, the resistive layers, with a thickness of 25 ± 3 µm, were subjected to a firing cycle lasting 60 minutes, including a 10-minute dwell time at a peak temperature of 850 °C. The conductive layers underwent a separate firing process lasting 30 minutes at the same peak temperature to ensure optimal adhesion and conductivity. Thick-film strain sensors were attached to steel bars, commonly used as reinforcement in concrete structures and as load-bearing elements in bridges, high-rise buildings and tunnels, where precise strain monitoring is critical for structural integrity [14-15]. The mechanical properties of Bi2Ru2O7-based thick-film strain sensors are well-matched with the modulus of elasticity of steel (210 GPa [16]), enabling accurate strain measurements while minimizing material incompatibilities. Moreover, screen-printed thick-film sensors on alumina substrates exhibit high mechanical strength, with an elasticity modulus of 300– 400 GPa [17], making them more compatible with steel than with concrete (elasticity modulus of 10–30 GPa [18]). This compatibility renders them particularly suitable for direct application on exposed steel components in modern glass-steel constructions, bridges and critical infrastructure. All sensor samples were fabricated at the Institute for Electronics and Telecommunications IRITEL a.d. Beograd, Serbia. Resistance measurements were conducted using the National Instruments VB-8034 Virtual Bench Instrument to ensure precise and reliable data acquisition under various strain conditions. The response of the ceramic strain sensors to high-voltage surges was systematically evaluated using a Haefely P6T pulse generator, capable of delivering 10/700 μs pulses to simulate rapid electrical transients commonly encountered in structural environments (Fig. 1b). A four-point bending test, designed to apply maximum flexural stress between two loading points, was performed at the Faculty of Civil Engineering, University of Belgrade. The steel bars used had dimensions of 200 × 20 × 40 mm, with a support span of 180 mm and a distance between loading points of 100 mm. This configuration ensures uniform strain distribution along the specimen length, providing realistic simulation of strain conditions in steel structural elements used in SHM (Fig. 1a). The rate of loading was not controlled, as the experimental setup required fine 260 Z. STANIMIROVIĆ, A. STANIMIROVIĆ, A. SAVIĆ, I. STANIMIROVIĆ manual adjustment to achieve the target substrate deflection. To prevent sensor detachment, substrate deflection was set to 300 μm, selected based on the breaking point of the alumina substrate determined during preliminary three-point bending tests and the properties of the adhesive used to attach the sensor to the steel bar. (a) (b) Fig. 1 (a) Thick-film strain sensor attached to a steel bar undergoing a four-point bending test and (b) 10/700 μs pulse delivered by Haefely P6T pulse generator The electrical straining conditions were carefully controlled to facilitate gradual resistance variations during pulse application. The sensors were subjected to pulse increments of 250 V, ranging from 3 kV to 5.25 kV, with the generator's output resistance fixed at 25 Ω. The testing procedure began with ten pulses applied at a frequency of six pulses per minute, with the voltage gradually increased from 3 kV to 5 kV. Subsequently, four single pulses with a peak amplitude of 5.25 kV were introduced. Throughout the testing process, gauge factor (GF) values were continuously monitored to evaluate the sensor response. The high-voltage surge testing adhered strictly to ITU-T K.20, the industry standard for thick-film surge resistor evaluation, ensuring the validity and applicability of the findings for assessing the performance of thick-film strain sensors in SHM applications. Current noise spectra before and after high-voltage surge testing were measured using a Keithley Model 103A nanovolt amplifier in conjunction with an HP- 3561B Dynamic Signal Analyzer over a frequency range of 10 Hz to 10 kHz. All measurements were conducted under controlled conditions at room temperature (T=295 K) to ensure consistency and accuracy in the acquired data. Experimental arrangement employed in the characterization of the thick-film strain sensor is presented in Figure 2. 3. ANALYSIS OF THE EFFECTS OF HIGH-VOLTAGE SURGES ON THICK-FILM STRAIN SENSORS During the experimental procedure, the sensors were exposed to a controlled sequence of high-voltage pulses to evaluate their electrical stability and resistance behavior under increasing electrical stress. The applied voltage was incrementally raised in 250 V steps, ranging from an initial 3 kV to a maximum of 5.25 kV. The testing procedure started with ten pulses delivered at a frequency of six pulses per minute, with the voltage steadily rising High-Voltage Surge Impact on Thick-Film Sensors for Structural Health Monitoring... 261 from 3 kV to 5 kV. As the applied voltage increased, a gradual decrease in resistance was recorded, suggesting an alteration in the sensor’s conductive pathways due to electrical stress. Once resistance variations approached a threshold of approximately 3 %, the pulse frequency was reduced to a single pulse per voltage increment to allow for precise tracking of further resistance fluctuations. Interestingly, at that point resistance values exhibited stabilization, indicating the sensor’s capacity to reach an electrically stable state despite prolonged exposure to high-voltage transients. Additionally, the gauge factor measurements remained consistent throughout the experiment, confirming that the sensor maintained its strain sensitivity and overall functional integrity despite the imposed electrical stress conditions. The effects of high-voltage surges on the resistance and gauge factor of thick-film strain sensors at a substrate deflection of 300 μm are presented in Fig. 3. Data are presented for two sensors with initial resistances of R1=33.84 kΩ and R2=31.94 kΩ, highlighting resistance variations and gauge factor stability under electrical stress. Fig. 2 Experimental arrangement employed in the characterization of the thick-film strain sensor Fig. 3 Effect of high-voltage surges on the resistance and gauge factor of two thick-film strain sensors at a substrate deflection of 300 μm -20 0 20 40 60 80 100 -4 -3.5 -3 -2.5 -2 -1.5 -1 -0.5 0 0 3 3 .2 5 3 .5 3 .7 5 4 4 .2 5 4 .5 4 .7 5 5 5 .2 5 5 .2 5 5 .2 5 5 .2 5 Δ G F/ G Fi [ % ] Δ R /R i [ % ] V [kV] ΔR/R1 ΔR/R2 ΔGF/GF1 ΔGF/GF2 262 Z. STANIMIROVIĆ, A. STANIMIROVIĆ, A. SAVIĆ, I. STANIMIROVIĆ The electrical conduction in thick-film resistive materials is governed by a combination of contact conduction and tunneling conduction mechanisms [19]. The resistive film comprises numerous parallel conducting chains, where adjacent conductive particles are either in direct contact or separated by thin layers of borosilicate glass. Under these conditions, the overall resistance of the film can be expressed as: 𝑅 = 𝐾𝑐 𝑀2 𝑅𝑐 + 𝐾𝑏 𝑀2 𝑅𝑏 (1) where 𝑅𝑐 represents the contact resistance between neighboring conductive particles, Rb denotes the barrier resistance associated with tunneling through the insulating borosilicate glass layer, M is the total number of parallel conducting chains within the thick-film resistive network, Kc is the number of direct contacts between adjacent particles and Kb corresponds to the number of metal-insulator-metal (MIM) junctions formed by conductive particles separated by the insulating glass phase. In this context, the total number of electrical junctions between adjacent conducting particles, K, can be expressed as: 𝐾 = 𝐾𝑐 + 𝐾𝑏 (2) To systematically investigate the effects of applied strain on conduction pathways - particularly the transitions between direct interparticle contact and the formation or breakdown of MIM junctions - the relative contributions of contact resistance and barrier resistance can be introduced as [20]: 𝑝 = 𝐾𝑐 𝐾 (3) 1 − 𝑝 = 𝐾𝑏 𝐾 (4) Where p represents the fraction of conductive pathways governed by direct particle-to- particle contact, while 1-p corresponds to the proportion of conduction occurring via tunneling through MIM junctions. These parameters provide a framework for analyzing strain-induced modifications in the thick resistive film. If we define thick resistive films conductance as: 𝐺 = 𝑀2 𝐾[𝑝𝑅𝑐+(1−𝑝)𝑅𝑏] (5) Considering the volume fraction of the conductive phase within the resistive film composition and the inherent relationship Rc<