Mohamad Barzegar*a,
Guido Goraccia,
Pavel Martauzb and
Jorge S. Dolado*ac
aCentro de Física de Materiales, CSIC-UPV/EHU, Paseo Manuel de Lardizábal 5, 20018 Donostia-San Sebastián, Spain. E-mail: Mohamad.barzegar@ehu.eus; j.dolado@ehu.eus
bPovažská Cementáreň Cement Plant (PCLA), Ulica Janka Kráľa, 01863 Ladce, Slovakia
cDonostia International Physics Center (DIPC), Paseo Manuel de Lardizabal 4, 20018 Donostia-San Sebastián, Spain
First published on 12th September 2025
A scalable, low-cost photothermoelectric (PTE) cell using cementitious blocks in a chessboard-like design with varying solar absorbance achieves up to 1.81 × 106 μJ m−2 and ∼10 mV K−1 Seebeck coefficient—among the highest for PTE materials. This highlights the potential of engineered cement for efficient solar energy harvesting in smart, sustainable infrastructure.
New conceptsThis study introduces the first chessboard-like photothermoelectric (PTE) cement cell—a low-cost, scalable system that exploits contrasting optical properties in cement composites to generate horizontal temperature gradients under sunlight. Unlike conventional ionic thermoelectric (iTE) systems that require complex materials and face challenges like leakage or high cost, our cement-based PTE cell uses abundant materials—geopolymer and white cement combined with copper slag aggregate—to drive ionic charge separation via the Soret effect. The unique geometry, mimicking a chessboard of alternating solar absorbers and reflectors, enables directional ion migration and stable voltage generation in real-world conditions. This approach overcomes the longstanding limitation of inefficient vertical gradients in cement-based TE systems and delivers a record-high Seebeck coefficient of 9.9 mV K−1—surpassing all previously reported values for cementitious materials. Moreover, our work pioneers the concept of self-recharging PTE cement, leveraging ambient humidity to restore functionality after drying, thus enabling continuous operation without liquid electrolytes. By combining material engineering, geometric optimization, and field-tested environmental integration, this concept redefines how solar heat can be harvested within construction materials, offering a disruptive new strategy for embedding renewable energy functions directly into urban infrastructure. |
Photothermoelectric (PTE) technology plays a crucial role in this context by converting solar energy first into heat and then into electricity. Various PTE technologies have been explored,6,7 and conventional thermoelectric (TE) materials typically require high temperatures (>500 K) for optimal performance.8 However, ionic thermoelectric (iTE) systems, which operate efficiently at lower temperatures and generate higher thermal voltages in the millivolt per Kelvin (mV K−1) range, offer promising alternatives.9,10 These systems utilize the Soret effect, where ion migration across a thermal gradient leads to charge accumulation and an electric field.11 Nevertheless, challenges such as scalability, cost, toxicity, and seamless integration into current urban architecture have hindered their widespread adoption.12,13
Cement and concrete, as dominant materials in urban infrastructure, present a significant opportunity for energy harvesting because of their vast surface coverage.14 Cementitious materials, previously considered electronic TE materials, have recently demonstrated iTE effects,15–20 making them potential candidates for ambient energy harvesting. Previous studies have shown that the iTE effect in cement-based materials can be leveraged for temperature sensing,21 with pore solution ions enhancing thermovoltage generation.21–24
However, a fundamental unsolved challenge in cement-based TE materials is the small temperature difference (ΔT), as the thermal gradient is generated vertically, which limits their efficiency.25,26 To address this challenge, we propose the development of the first photothermoelectric cement composite capable of generating a horizontal thermal gradient. By incorporating geopolymer cement, which has demonstrated potential as a thermoelectric material, with copper slag aggregate, we enhance both the thermoelectric performance and solar energy absorption. Copper slag acts as an efficient solar energy absorber, contributing to the heating of the hot part of the cell while also improving the overall thermoelectric efficiency. Additionally, white cement, which naturally has high reflectance, is used to form the cool part of the cell. This novel composite design utilizes the optical properties of different cement types to induce controlled temperature variations, akin to a chessboard pattern, thereby significantly enhancing the thermoelectric performance.
In our study, we demonstrated the effectiveness of this method for the first time through real-world outdoor measurements, where the developed PTE cell exhibited a high Seebeck coefficient of 9.9 mV K−1 for two connected cells, the highest reported value for cement-based TE materials.27 Furthermore, the scalability and cost-effectiveness of this system make it a viable solution for energy harvesting applications. Unlike conventional iTE materials, which are prone to leakage and evaporation, our cement-based PTE cells demonstrate self-recharging capabilities by absorbing ambient humidity after drying, allowing continuous operation.28 This active construction material can be seamlessly integrated into current urban designs, from pavements and facades to rooftops, enabling cities to transition from energy consumers to energy producers. By investigating the collective behaviour of interconnected PTE cells under varying solar irradiation levels, this study contributes to the advancement of efficient TE systems for sustainable urban energy applications.
SiO2 | Al2O3 | Fe2O3 | MnO | MgO | CaO | Na2O | K2O | TiO2 | P2O5 | SO3 | Loss on ignition (%) | |
---|---|---|---|---|---|---|---|---|---|---|---|---|
GHC | 35.86 | 13.51 | 4.63 | 0.06 | 1.79 | 23.93 | 3.36 | 1.97 | 0.61 | 0.21 | 5.02 | 5.51 |
BLWC | 20.74 | 3.76 | 0.16 | LD | 0.52 | 62.94 | LD | 0.64 | 0.23 | 0.05 | 3.26 | 4.06 |
CS | 22.01 | 8.86 | 50.87 | 0.80 | 1.48 | 7.90 | 0.43 | 0.24 | 0.18 | 0.54 | 0.25 | 2.63 |
A uniform protocol for sample preparation was adopted for both the black and white sections. Initially, a Hei-TORQUE 200 Overhead Stirrer was employed to facilitate dry mixing of the aggregates and cement at a speed of 300 rpm, ensuring their thorough integration. Subsequently, distilled water was meticulously introduced into the mixture, which was then mixed at 700 rpm for 1.5 minutes. Following a brief interval of 1 min, the mixing procedure was repeated to guarantee homogeneity.
The subsequent step involved casting samples into sealed cubic silicon moulds, with a plastic barrier positioned at the mould centre. Each sample was 8 × 2 × 0.7 cm3 in size, with each component having a size of 4 × 2 × 0.7 cm3. The plastic barrier effectively segregated the distinct sections without engendering any undesirable mixing. After 5 min, the plastic barrier was removed, allowing unimpeded pore solution network continuity in both sections. After 24 h, the samples were demoulded and subjected to a 28-day curing process by immersion in a distilled water environment. The same water-to-cement ratio (w/c) of 0.6 was used for all the components.
To increase the repeatability of the measurements and minimize variations in the starting conditions caused by slight inhomogeneities in the pore structure, the samples underwent a specific pretreatment before the Seebeck tests. After the curing period of 28 days, the samples were dried overnight at 50 °C and subsequently stored in an environment with 75% RH for one night.
The infrared emissivity of the samples was measured via a 12° gold-coated integrating sphere connected to a Jasco 6300 spectrometer positioned in a downwards-facing setup with a mercury–cadmium–telluride (MCT) detector (PIKE Technologies). All the measurements were carried out at room temperature. To minimize errors from background noise and lamp intensity variations, background spectra were recorded just before each sample measurement. Emissivity values were calculated as the average of five independent measurements taken for each sample.4,5
To improve the energy output of cement-based PTE cells, several modifications have been made to the sample design, electrode configuration, and conductivity enhancement. The sample preparation followed a uniform protocol previously described. Specifically, to reduce the distance between the electrodes, moulds with 50% reduced size were used, while all other aspects of the preparation remained unchanged.
To investigate the effects of the modifications on the internal resistance and energy output of the PTE cells, three key adjustments were made:
1. Sample size optimization: the sample dimensions were modified to 2 × 0.7 × 4 cm3 to reduce the distance between the electrodes, potentially improving the energy harvesting efficiency.
2. Contact resistance reduction: copper electrodes were replaced with soldered wires connected to silver paint electrodes to minimize contact resistance between the electrode and the sample surface.
3. Conductivity improvement: the ionic conductivity of the samples was enhanced by submerging them in a 3.5 wt% NaCl solution (seawater concentration). The samples were dried at 50 °C overnight after 28 days of curing and then submerged in saline solution for 1 hour. Afterwards, the samples were removed and allowed to rest for 24 hours before measurement.
The resistance and conductivity were measured using a 2-probe measurement setup and a KEITHLEY 2100 6 ½ Digit Multimeter.
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Fig. 1 (a) Setup for the outdoor PTE test. (b) Setup for the indoor PTE test. (c) Schematic of the Seebeck measurement setup. |
During the laboratory measurements, a single PTE cell composed of black and white segments was used to investigate the dependence of the PTE voltage on the solar power level. Diverse light irradiation conditions were implemented by adjusting the vertical distance between the PTE cell and a 500 W halogen light source. Two, four, and six samples were subsequently connected in series and placed under 850 W m−2 to assess the feasibility of scaling up TE energy conversion via a chessboard arrangement.
The moisture reabsorption ability of the PTE cells post-drying was assessed via water contact angle (WCA) measurements using an optical tensiometer (UI-122XLE-M, IDS, Germany). A 2 μL distilled water droplet was deposited on each sample surface and allowed to equilibrate before imaging. WCA values were calculated using the ellipse-fitting method in SCA20 software. To account for surface heterogeneity, measurements were taken at three distinct points per sample and averaged to quantify surface wettability. However, the rechargeability of the PTE cement composite depends not only on its capacity to absorb moisture but also on its ability to regenerate the same PTE voltage after drying. The samples were dried at 50 °C overnight and then stored for 8 hours in a humidity chamber with a relative humidity (RH) of 50%. After this treatment, the samples were tested under light irradiation to assess their potential to restore the same voltage after drying.
The outdoor measurements were obtained on the rooftop of the Centro de Física de Materiales in San Sebastian, Spain. The TE response of two samples connected in series was monitored over three sunny days during August 2024 (27/08/2024 to 29/08/2024). Weather conditions, including the RH and ambient temperature, were monitored with an ATMOS 14 temperature and humidity sensor, and the wind speed was monitored using the METER Group weather station utilizing ATMOS 22 ultrasonic anemometers. The solar power was recorded using a MicroCache 2381 thermopile pyranometer.
The PTE behaviour of the samples was evaluated by measuring their open-circuit voltage over time. The experimental setup for conducting Seebeck measurements, as illustrated in Fig. 1c, was tailored in-house to suit the study requirements. To accurately monitor the PTE voltages of the cells, both ends of the cylindrical samples were coated with silver paint and covered with copper adhesive. The series connection was provided by using the same copper tape as an electrode and a connector. To comprehensively characterize the temperature dynamics, a customized arrangement involving p-type thermocouples connected to a Picolog datalogger and a Bosch thermal camera was used to measure the temperatures on the two sides of the copper connections. The voltage discrepancy between the two copper connections was monitored by employing a KEITHLEY 2100 6 ½ Digit Multimeter. This multimeter, in conjunction with LabVIEW software, facilitated real-time tracking of the evolving voltage difference between the interconnected copper junctions. This carefully devised experimental configuration provided the foundation for studying the PTE response of the samples under controlled solar irradiation conditions as well as in real-world experiments.
Key reflectance peaks reveal distinct optical responses, particularly in the visible and near-infrared (NIR) regions, highlighting the link between cement composition and optical behaviour (Fig. 2b). With lower reflectance, the black segment absorbs more solar energy, acting as the “hot electrode”. In contrast, the white segment, with a reflectance between 0.65 and 0.87, reflects more light, minimizing absorption and functioning as the “cold electrode”. This optical contrast is essential for maintaining a stable temperature gradient (Fig. 2c). To evaluate the potential of the cell to work as a PTE, a sample was exposed to an 850 W m−2 light source from a 500 W lamp. The temperature difference stabilized after 30 min (Fig. 2d), confirming the ability of the cell to sustain the gradient for PTE energy conversion.
In addition to the temperature gradient, the thermoelectric performance of the cell components is a key factor for their application in a PTE cell. The details of the TE behaviour of each segment are provided in the SI (Fig. S1). The black segment was purposely developed to achieve high thermoelectric performance, whereas the white segment was selected to function as an effective cooling material. The temperature gradient across the cell drove ionic charge carriers, mainly metal cations (Na+, K+) and anions (OH−), from the hot side to the cold side.21 This movement generates a voltage, which is analysed by monitoring the sample's open-circuit voltage throughout the experiment.
The observed voltage profile follows a characteristic trend for this material, driven by the counteracting migration of cations and anions within the pore solution (Fig. 2e). In the initial stage, cation migration dominates due to their inherently higher mobility in cementitious pore solutions. Molecular dynamics simulations by Honorio et al.29 showed that under typical pore conditions, K+ and Na+ exhibit significantly higher diffusion coefficients than OH−, with values ranging from 1.4–4.1 × 10−9 m2 s−1 for K+ and 1.3–3.8 × 10−9 m2 s−1 for Na+, compared to only 0.8–1.8 × 10−9 m2 s−1 for OH−. This difference suggests a lower effective activation energy for cation migration, supporting the initial dominance of cation-driven thermodiffusion and the observed negative PTE voltage. The Seebeck coefficient, calculated as S = ΔV/ΔT, was 0.539 mV K−1, indicating peak TE efficiency. As the system heats up and the hot side exceeds 80 °C, OH− ions gain likely sufficient thermal energy to overcome their activation barrier, consistent with a shift toward anion-dominated migration. In the second stage, this increased anion mobility counteracts the cationic flux, gradually reversing the voltage. Eventually, in the third stage, a dynamic equilibrium between ion species is established, stabilizing the voltage. The observed voltage polarity reversal at ∼80 °C, across different gradients and power densities, is therefore attributed to a thermally activated transition in the dominant migrating ion species.
Both the absolute temperature and the temperature gradient influence the cell voltage by affecting ion migration. Thus, irradiation power impacts the thermoelectric response by controlling heat absorption and temperature. A 9 K gradient at 450 W m−2 was insufficient to raise the voltage, but higher powers followed a trend similar to Fig. 2d (Fig. S2 and Table S1). Notably, at 1150 W m−2, the voltage profile shifted polarity in the second stage, consistent with the black segment sample and previous research on geopolymer concrete.24 Despite different gradients—30 K for the black sample and 18 K for the PTE cell—all samples showed a voltage sign change when the hot side reached 80 °C. This suggests that 80 °C is a threshold, enhancing anion migration by overcoming the activation energy barrier and surpassing cation effects.
Environmental factors also influence cell efficiency. A major challenge for iTE materials is leakage and evaporation, as their ionic transport medium is usually liquid or water28,30 making them sensitive to climatic conditions like relative humidity (RH) and temperature. In cement-based iTE materials, prolonged exposure to temperatures above 50 °C reduces the thermoelectric performance. To assess rechargeability, the ability of the samples to absorb ambient humidity and regenerate PTE voltage after drying was evaluated. Contact angle measurements revealed that both PTE cell segments were highly hydrophilic (Fig. S3a–d), facilitating moisture absorption. Rechargeability was tested by monitoring voltage profiles over three PTE test cycles. Before each cycle, the samples were oven-dried and then rehydrated in a humidity chamber, as described in the experimental section. Each drying cycle reset the PTE voltage to zero under light exposure, but rehydration restored the sample's ability to generate the same voltage (Fig. 2f). These results demonstrated the ability of the samples to recover and maintain stable TE output. To assess the environmental relevance of the recharge conditions, we analyzed the climate zones of major urban areas globally (Fig. S3e). Notably, the most populated cities—typically located in humid subtropical (Cfa), monsoon (Am), and tropical rainforest (Af) climate zones—experience nighttime relative humidity levels exceeding 50% during hot seasons, fulfilling the system's recharge requirements. In contrast, arid and desert climates with persistently low humidity are less represented among the world's most densely populated urban areas. This suggests that the proposed system is suitable for deployment in most major cities worldwide.
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Fig. 3 (a) Voltage profile of two PTE cells connected in series under 850 W m−2. (b) Temperature gradient induced in the connected system and the digital photograph of the connected cells. |
A decrease in TE voltage for concrete-based TE materials in series has been reported. Vareli et al.15 reported a 95% decrease when 10 TE cement-based cells were connected. Our findings revealed a smaller but noticeable reduction in the peak voltage and Seebeck coefficient for PTE cells. This effect becomes more pronounced with an increasing number of cells, as confirmed by Fig. S4, where four and six PTE cells in series retained only 83% and 61% of the cumulative individual voltages, respectively. Voltage decay in large arrays is primarily an engineering issue—arising from thermal and electrical crosstalk—that can be addressed through design optimization. For instance, the system can be deployed in smaller sub-arrays connected to a central energy harvesting unit, reducing performance losses while maintaining modularity and scalability for real-world applications. Therefore, the connection of two cells is the optimal configuration for maximizing energy harvesting. Thus, a two-cell setup was selected for outdoor assessment because of its improved voltage retention and thermal gradient distribution.
As ambient humidity absorption takes time and the TE effect is primarily ionic, the TE response on the first day was minimal due to drying (Fig. S6). RH monitoring revealed an overnight increase to 95%, leading to moisture uptake (Fig. S5a). The voltage profile of the sample on the second day began shifting to negative values at 9:
50 am (Fig. 4a) as the solar power reached 380 W m−2, creating a 1 K temperature difference (Fig. 4b).
By 12:
00 pm, it reached −52 mV at 700 W m−2 with a 5.5 K gradient. The voltage remained semi-constant during solar exposure, with minor oscillations due to cloud cover. On the third day (Fig. 4c), a similar correlation between solar power and TE voltage was observed, confirming the cyclability of TE energy harvesting with chessboard couples. However, the lower peak solar irradiance led to a reduced TE voltage output.
In real-world measurements, multiple parameters influence the performance of the PTE cell. In the laboratory, ambient conditions are controlled, with fixed relative humidity (RH), constant light irradiation, and no wind. In contrast, outdoor measurements are conducted under variable solar power, fluctuating RH, and wind effects. As expected, these differences result in considerable variations between the indoor and outdoor test outcomes. Outdoors, the voltage increased to 52 mV and remained stable for approximately seven hours under the peak solar power. In contrast, under artificial illumination, the negative voltage peak occurred within 30 min, followed by a gradual decrease (Fig. 3a). Additionally, the voltage under solar irradiance was approximately 3.7 times greater than that measured under equivalent irradiation power.
To elucidate the mechanism behind this difference, a detailed temperature analysis was performed. In laboratory measurements, the sample temperature under the same irradiation power reached 63 °C, about 30 °C higher than during outdoor testing. Since voltage is primarily driven by anion migration at elevated temperatures, the lower outdoor temperature minimizes anion contribution to the voltage response. This has two effects: it prolongs the influence of cation migration and amplifies the negative voltage peak by limiting anion counteraction.
Fig. 4d shows the PTE voltage generated by two series-connected PTE cells over two days. The slope of the linear fit represents the Seebeck coefficient, calculated at 9.910 mV K−1. Despite slight differences in the temperature gradient due to measurement timing and sun position, the average Seebeck coefficient per cell was 4.955 mV K−1, the highest reported for cement-based TE materials. Unlike electronic TE materials, iTE materials exhibit a delay between temperature gradient formation and thermopower generation.31 As the measurements were conducted under real conditions, weather changes such as clouds and winds caused some deviation from the linear response and resulted in an approximate value of the seebeck coefficient. These results highlight the potential of cement-based TE materials for real-world energy harvesting. Their stable voltage output under solar irradiation suggests feasibility for self-powered sensors and smart concrete structures.
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Fig. 5 (a) Working principal of an iTEC in the charging stage. (b) Voltage output of the as-produced sample connected to different external loads. (c) Voltage output of samples prepared based on different strategies (Table S2) connected to a 72 kΩ external load. (d) Energy harvested over a period of 5 minutes for each sample connected to a 72 kΩ external load. (e) Maximum power obtained for the different samples. (f) Voltage profile of the BWS3 sample connected to a 3.3 kΩ load for more than 1 h. (g) the comparison of the max power of the cement-based PTE cell with the state-of-the-art PTE materials.30,32,33 |
The PTE cell voltage output was measured under 850 W m−2 illumination and connected to five loads ranging from 72 kΩ to 2.7 MΩ to determine the maximum power output (Fig. 5b). The maximum power output occurs when the external resistor matches the material's internal resistance. The highest power occurred when the load matched the 2.7 MΩ internal resistance, including the material and contact resistances. However, this high internal resistance limited energy harvesting to 2.81 μJ m−2 over five minutes under the same irradiance.
Therefore, to increase the energy output, strategies were implemented to reduce the total resistance (R), as explained in Fig. S7. These strategies include decreasing the electrode distance, improving the contact quality, and enhancing the ionic conductivity. The new samples and modifications are listed in Table 2. These changes significantly reduced the resistance and enhanced the conductivity, as shown in Table S2.
Sample Name | Sample size (cm3) | Electrode | Pretreatment after drying |
---|---|---|---|
BWB1 | 2 × 0.7 × 8 | Copper tape | RH 75% |
BWB2 | 2 × 0.7 × 8 | Silver | 3.5 wt% NaCl solution |
BWS1 | 2 × 0.7 × 4 | Copper tape | RH 75% |
BWS2 | 2 × 0.7 × 4 | Silver | RH 75% |
BWS3 | 2 × 0.7 × 4 | Silver | 3.5 wt% NaCl solution |
The PTE cells were connected to different loads to monitor their voltage output (Fig. S8) and maximum power. A 72 kΩ external load was selected for comparing the cells because the tested samples had internal resistances ranging from 2.6 kΩ to 2.7 MΩ. This load provided a suitable reference for comparing voltage outputs. The voltage of the samples under 850 W m−2 lamp irradiation increased as the conductivity increased (Fig. 5c). Reducing the electrode distance lowered the internal resistance by 86%, increasing energy generation per unit area 23.4-fold (Fig. 5d). A comparison of BWS1 and BWS2 revealed that the use of Ag paint electrodes increased the energy harvested by up to 56-fold. Submerged samples in NaCl solution further increased the conductivity and voltage output, leading to a higher Seebeck coefficient. This improvement is attributed to the substantial increase in the ion concentration induced by the seawater solution. The BWS3 sample demonstrated exceptional performance, generating 33575 μJ m−2—5.1 × 104 times higher than that of the unoptimized sample (Fig. 5e).
During the first five minutes, the PTE voltage of BWS3 remained stable at 80 mV when connected to the external load. Its high conductivity prevented significant voltage drops after connection to the resistor. This behaviour was previously reported in a perylene bisimide iTE cell.33
To assess performance consistency, BWS3 was connected to a 3.3 kΩ load for one hour. Fig. 5f shows the voltage output, which exhibited controlled decay but remained substantial at 25.3 mV after one hour, yielding an energy output of 1.81 × 106 μJ m−2.
The optimizations significantly increased the energy harvesting potential of the PTE cells, positioning them as strong candidates for iTECs in real-world heat-to-electricity applications. Compared with state-of-the-art thermoelectric materials (Fig. 5g), this cement-based system demonstrates comparable performance while retaining the inherent advantages of cement—being inexpensive, widely available, and easy to use. By contrast, previously reported ionogel- and polymer-based devices rely on ionic liquids, graphene oxide, or high-cost specialty polymers (e.g., PVDF–HFP, PBI), which require expensive feedstocks, organic solvents, and often gold electrodes, leading to material costs in the range of hundreds of dollars per square meter. In addition, these materials may present processing challenges (strict atmosphere control, hazardous solvents) and limited scalability. When benchmarked against commercial Bi2Te3 thermoelectric modules, which cost on the order of $10000–20
000 per m2 of device area, the cement system is orders of magnitude less expensive (well below $1 per m2 in raw materials), albeit with lower conversion efficiency. Thus, on a cost-per-power basis, the cement approach achieves roughly $10 W−1, compared to ∼$40 W−1 for commercial Bi2Te3, highlighting its potential for ultra-low-cost, large-area applications where affordability and scalability outweigh peak efficiency. This combination of high efficiency and practicality makes it an attractive option for scalable and sustainable energy applications.
Notably, industrial cement, which is a widely used, inexpensive, and accessible material, offers a unique advantage in this application. Its abundant use in construction and infrastructure, combined with its low cost and availability, positions it as a key component for advancing sustainable energy solutions. The findings of this research pave the way for further advancements in cement-based PTE materials, offering new possibilities for ambient energy harvesting in the building and civil sectors and contributing to the broader field of sustainable energy technology.
Supplementary information is available. See DOI: https://doi.org/10.1039/d5mh01248a
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