DETERMINING THE POSSIBILITY OF HIGH-PRECISION DEFORMATION MEASUREMENT IN BUILDING STRUCTURES USING FIBER-OPTIC METHODS


Smailov N. Tuleshov A. Sabibolda A. Mailybayev Y. Kashkimbayeva N. Kuttybayeva A. Yussupova G. Batyrgaliyev A. Sekenov B. Amir A.
2025Technology Center

Eastern-European Journal of Enterprise Technologies
2025#5Issue 541 - 49 pp.

The object of this study is the deformation process in reinforced-concrete structural elements equipped with embedded fiber-optic sensors. The problem addressed corresponds to unresolved issues identified in previous studies – namely, the lack of standardized quantitative evaluation of accuracy and stability in fiber-optic deformation measurement. Despite high laboratory precision, existing methods show reduced long-term reliability, temperature-strain cross-sensitivity, and calibration inconsistency when applied to real structures. The main results show that fiber Bragg grating (FBG) and interferometric sensors achieved sub-micrometer deformation resolution with deviations below 2–3 με and long-term drift under 0.5%. Measurements remained stable under variable loading and temperature, confirming high reproducibility and electromagnetic immunity. These findings validate the hypothesis that optical wavelength shifts directly correspond to mechanical strain, ensuring reliable strain detection without recalibration. This effectiveness stems from the intrinsic photoelastic coupling and refractive-index sensitivity of the optical fiber, which provide nanometric resolution, corrosion resistance, and long-term operational stability. The proposed method is applicable for long-term monitoring of bridges, tunnels, and high-rise facilities exposed to environmental and cyclic stresses. Therefore, research on high-precision fiber-optic deformation measurement remains scientifically relevant for improving the safety and durability of modern civil engineering structures Copyright

Bragg grating , construction structure , deformation measurement , fiber-optic sensor , structural monitoring

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Research Division, Institute of Mechanics and Mechanical Engineering named after Academician U. A. Dzholdasbekov, Kurmangazy str., 29, Almaty, 050010, Kazakhstan
Department of Radio Engineering, Electronics and Space Technologies, Satbayev University, Satbayev str., 22, Almaty, 050013, Kazakhstan
Research Division, Institute of Mechanics and Mechanical Engineering named after Academician U. A. Dzholdasbekov, Kurmangazy str., 29, Almaty, 050010, Kazakhstan
Department of Cyber Security and Information Technology, Almaty Academy of Ministry of Internal Affairs, Utepov str., 29, Almaty, 050060, Kazakhstan
Department of Computer Technology and Telecommunications, International University of Transportation and Humanities, Zhetysu-1 mdis., 32a, Almaty, 050063, Kazakhstan
Department of Computer Engineering, Astana IT University, Mangilik El ave., C1, Astana, 010000, Kazakhstan
Department of Electronics, Telecommunications and Space Technologies, Satbayev University, Satbayev str., 22, Almaty, 050013, Kazakhstan
Department of Radio Engineering and Telecommunications, ALT University, Shevchenko str., 97, Almaty, 050010, Kazakhstan
Department of Cybersecurity, Information Processing and Storage, Satbayev University, Satbayev str., 22, Almaty, 050013, Kazakhstan
Research Division, Institute of Mechanics and Mechanical Engineering named after Academician U. A. Dzholdasbekov, Kurmangazy str., 29, Almaty, 050010, Kazakhstan
Research Division, Institute of Mechanics and Mechanical Engineering named after Academician U. A. Dzholdasbekov, Kurmangazy str., 29, Almaty, 050010, Kazakhstan

Research Division
Department of Radio Engineering
Research Division
Department of Cyber Security and Information Technology
Department of Computer Technology and Telecommunications
Department of Computer Engineering
Department of Electronics
Department of Radio Engineering and Telecommunications
Department of Cybersecurity
Research Division
Research Division

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