Use of drones for a non-contact thermal monitoring system for bridges
DOI:
https://doi.org/10.26507/paper.4682Keywords:
thermal monitoring, drone, thermal camerasAbstract
The critical role of bridges in the economic development of countries has led to the implementation of structural monitoring systems on these structures. Most of the monitoring systems have focused on measuring structural responses associated with vehicular or seismic loads, omitting thermal response. The latter has caused damage and collapse in bridges and has gained relevance due to the climate change effects that could occur. Consequently, this study experimentally explored the applicability of drones in developing a non-contact thermal monitoring system for bridges. For this purpose, a 1:1 scale model of a reinforced concrete I-girder with a length of 1.2 meters was built. The girder was exposed for 120 days to weather conditions in the city of Bucaramanga. Surface temperature measurements on the lateral face of the girder were recorded using a thermal camera integrated into a drone (DJI Mavic 2 Enterprise Advanced) and another portable camera mounted on a tripod (FLIR E6 XT). Measurements were taken every 30 minutes between 6:30 AM and 4:00 PM, obtaining 20 photographs daily from each instrument. The thermal images were post-processed to construct surface temperature profiles using the temperature measured at 10 points on the beam. The comparison of temperatures obtained by both cameras showed differences between 2°C and 5°C in approximately 80% of the data and between 1°C and 5°C in 93% of the measurements. These differences do not imply a substantial change in the structural response of the bridges. Therefore, considering the versatility offered by the drone, especially for monitoring bridges with difficult inspection accessibility, the drone measurements were integrated into the contact monitoring system as predictor measurements of internal temperatures along with meteorological data collected with a weather station.
References
Abid, S. R., & Özakça, M. (2020). Temperature records in concrete box-girder segment subjected to solar radiation and air temperature changes. IOP Conference Series: Materials Science and Engineering, 870(1). https://doi.org/10.1088/1757-899X/870/1/012074
Agüero, M. B. (2020). Comparación de mediciones [Dpto. de F´ısica, FCEyN, UBA]. http://materias.df.uba.ar/eyob2022c2/files/2022/09/Comparacion_de_mediciones_mediciones.pdf
Ariza, M. (2024). Apoyo en el diseño y construcción de un segmento de viga I y tomas y procesamiento de datos de temperatura de un espécimen de concreto dentro del proyecto VIE-UIS 2823 [Universidad Industrial de Santander]. https://noesis.uis.edu.co/handle/20.500.14071/15589
Cavadía, P. (2025). Evaluación experimental del gradiente térmico vertical de una viga-losa I compuesta de concreto reforzado bajo las condiciones climáticas de Bucaramanga. Universidad Industrial de Santander. https://noesis.uis.edu.co/handle/20.500.14071/45291
Cavadia, P., Benjumea, J. M., Begambre, O., Osorio, E., & Mantilla, M. A. (2025). An Open Database of the Internal and Surface Temperatures of a Reinforced-Concrete Slab-on-I-Beam Section. Data 2025, Vol. 10, Page 21, 10(2), 21. https://doi.org/10.3390/DATA10020021
DJI. (2020). DJI Mavic 2 Enterprise Advanced. https://modelforce.eu/en/product/dji-mavic-2-enterprise-advanced/
Hoffman, P. C., Mcclure, R. M., & West, H. H. (1983). Temperature Study of an Experimental Segmental Concrete Bridge. PCI JOURNAU, 78–97. https://doi.org/10.1016/j.istruc.2022.01.070
IECA. (2018). Preguntas y respuestas sobre la inercia térmica [Instituto Español del Cemento y sus Aplicaciones]. https://www.ieca.es/wp-content/uploads/2018/01/Preguntas-y-respuestas-sobre-la-inercia-termica.pdf
Li, L., Chen, B., Zhou, L., Xia, Q., Zhou, Y., Zhou, X., & Xia, Y. (2023). Thermal behaviors of bridges — A literature review. Advances in Structural Engineering, 26(6), 985–1010. https://doi.org/10.1177/13694332231153976
Mussa, F., Abid, S. R., & Tayşi, N. (2020). Winter temperature measurements in a composite girder segment. IOP Conference Series: Materials Science and Engineering, 888(1). https://doi.org/10.1088/1757-899X/888/1/012074
Potgieter, I. C., & Gamble, W. L. (1989). Nonlinear Temperature Distributions in Bridges at Different Locations in the United States. PCI Journal, 34(4), 80–103. https://doi.org/10.15554/PCIJ.07011989.80.103
Priestley, M. J. (1972). Thermal gradients in bridges - Some design considerations. NEW ZEALAND ENGINEERING, 27(7). https://trid.trb.org/View/100072
Sheng, X., Zhou, T., Huang, S., Cai, C., & Shi, T. (2022). Prediction of vertical temperature gradient on concrete box-girder considering different locations in China. Case Studies in Construction Materials, 16. https://doi.org/10.1016/j.cscm.2022.e01026
Song, Z., Xiao, J., & Shen, L. (2012). On temperature gradients in high-performance concrete box girder under solar radiation. Advances in Structural Engineering, 15(3), 399–415. https://doi.org/10.1260/1369-4332.15.3.399
Teledyne Flir. (2019). User’s manual FLIR Ex series. https://mediprec.es/venta/termografia/camaras-termograficas/c%C3%A1mara-termogr%C3%A1fica-flir-e6-xt-882.html
USAID. (2015). GLOBAL CLIMATE CHANGE, ADAPTATION, AND INFRASTRUCTURE ISSUES KNOWLEDGE MANAGEMENT SUPPORT. https://www.climatelinks.org/sites/default/files/asset/document/BRIDGES_PRIMER_CCA_ENGINEERING_DESIGN.pdf
Wang, C. S., Duan, L., Chen, Y. F., & Wang, S. C. (2016). Flexural behavior and ductility of hybrid high performance steel I-girders. Journal of Constructional Steel Research, 125, 1–14. https://doi.org/10.1016/j.jcsr.2016.06.001
Zhang, J., Peng, L., Wen, S., & Huang, S. (2024). A Review on Concrete Structural Properties and Damage Evolution Monitoring Techniques. Sensors 2024, Vol. 24, Page 620, 24(2), 620. https://doi.org/10.3390/S24020620
How to Cite
Downloads
Downloads
Published
Proceeding
Section
License
Copyright (c) 2025 Asociación Colombiana de Facultades de Ingeniería - ACOFI

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
| Article metrics | |
|---|---|
| Abstract views | |
| Galley vies | |
| PDF Views | |
| HTML views | |
| Other views | |


