PSI - Issue 64
Bartosz Piątek et al. / Procedia Structural Integrity 64 (2024) 1581–1588 Piątek , B., Howiacki, T., Kulpa, M., Siwowski, T./ Structural Integrity Procedia 00 (2019) 000 – 000
1588
8
4. Conclusions Distributed fiber optic sensors offer valuable insights into the performance of post-tensioned girders. Employing a well-designed monitoring system with these sensors enables periodic assessment of strains and displacements in bridge structures, facilitating evaluations of their technical condition. It can provide comprehensive information on deformation changes throughout the entire length of the structure. Moreover, the DFOS technique allows for the investigation of localized phenomena, including crack detection and internal damage identification. Data obtained from DFOS can be processed using appropriate algorithms to accurately determine crack widths and deflections. Acknowledgments The research was carried out at the Rzeszow University of Technology, Poland, as part of the R&D projects: “Monitoring and diagnostic system for prestressed structures using integrated fib er optic sensors (DFOS)” funded by the Podkarpackie Center of Innovation, the grant no.: RPO.RB.22.004 – N3-056 and “Regional Center of Ex cellence in Engineering for Quality of Life and Technology Development” co -financed by the Minister of Science and Higher Education under the "Regional Excellence Initiative" Program under contract No. RID/SP/0032/2024/01. References Abouhussien, A. A., & Hassan, A. A. 2014. Experimental and empirical time to corrosion of reinforced concrete structures under different curing conditions. Advances in Civil Engineering, 2014(1), 595743. Alj, I., Quiertant, M., Khadour, A., Grando, Q., & Benzarti, K., 2021. Environmental durability of an optical fiber cable intended for distributed strain measurements in concrete structures. Sensors, 22(1), 141. Anania, L., Badalà, A., & D'Agata, G. , 2018. Damage and collapse mode of existing post-tensioned precast concrete bridge: The case of Petrulla viaduct. Engineering Structures, 162, 226-244. Bado, M. F., Casas, J. R., & Kaklauskas, G., 2021. Distributed Sensing (DOFS) in Reinforced Concrete members for reinforcement strain monitoring, crack detection and bond-slip calculation. Engineering Structures, 226, 111385. Bednarski, Ł., Sieńko, R., Grygierek, M., Howiacki, T., 2021. New Distributed Fibre Optic 3DSensor with Thermal Self -Compensation System: Design, Research and Field Proof Application Inside Geotechnical Structure, Sensors. 21, 5089. Bednarski, Ł., Sieńko, R., Howiacki, T., & Zuziak, K. , 2022. The smart nervous system for cracked concrete structures: theory, design, research, and field proof of monolithic DFOS-based sensors. Sensors, 22(22), 8713. Bonopera, M., Chang, K. C., & Lee, Z. K. 2020. State-of-the-art review on determining prestress losses in prestressed concrete girders. Applied Sciences, 10(20), 7257. Buda- Ożóg, L., Zięba, J., Sieńkowska, K., Nykiel, D., Zuziak, K., Sieńko, R., & Bednarski, Ł. , 2022. Distributed fiber optic sensing: Reinforcement yielding strains and crack detection in concrete slab during column failure simulation. Measurement, 195, 111192. Fischer, O., Thoma, S., & Crepaz, S., 2019. Distributed fiber optic sensing for crack detection in concrete structures. Civil Engineering Design, 1(3-4), 97-105. Frangopol, D. M., Saydam, D., & Kim, S., 2012. Maintenance, management, life-cycle design and performance of structures and infrastructures: a brief review. Structure and infrastructure engineering, 8(1), 1-25. Howiacki, T., 2022. Analysis of Cracks in Concrete Structures with the Use of Distributed Optical Fibre Measurements. Ph.D. Thesis, Faculty of Civil Engineering, Cracow University of Technology, Kraków, Poland. Howiacki , T., Sieńko, R., & Bednarski, Ł. (2024). Structural concrete measurements: New distributed approach for standard specimens. Measurement, 115003. Howiacki, T., Sieńko, R., Bednarski, Ł., & Zuziak, K. , 2023. Crack shape coefficient: comparison between different DFOS tools embedded for crack monitoring in concrete. Sensors, 23(2), 566. Hurlebaus, S., Hueste, M. B. D., Karthik, M. M., & Terzioglu, T., 2016. Condition assessment of bridge post-tensioning and stay cable systems using NDE methods. Transportation Research Board of the National Academies, Texas A&M Transportation Institute, TX, USA. Kulpa, M., Howiacki, T., Wiater, A., Siwowski, T., Sieńko, R., 2021. Strain and displacement measurement based on distributed fibre optic sensing (DFOS) system integrated with FRP composite sandwich panel, Measurement. 175, 109099. Liu, T., Huang, H., & Yang, Y., 2020. Crack detection of reinforced concrete member using rayleigh-based distributed optic fiber strain sensing system. Advances in Civil Engineering. Mazzatura, I., Salvatore, W., Caprili, S., Celati, S., Mori, M., & Gammino, M., 2023. Damage detection, localization, and quantification for steel cables of post-tensioned bridge decks. Structures Vol. 57, p. 105314. Piątek, B., Howiacki, T., Kulpa, M., Siwowski, T., Sieńko, R., & Bednarski, Ł. , 2023. Strain, crack, stress and shape diagnostics of new and existing post-tensioned structures through distributed fibre optic sensors. Measurement, 221, 113480. Powers, R. G., Sagues, A. A., & Virmani, Y. P., 2002. Corrosion of post-tensioned tendons in Florida bridges. In Proc., 17th US-Japan Bridge Engineering Workshop (pp. 579-594).
Made with FlippingBook Digital Proposal Maker