رسالة جامعية

Aktivni monitoring i detekcija oštećenja armirano betonskih konstrukcija primenom piezoelektričnih agregata

التفاصيل البيبلوغرافية
العنوان: Aktivni monitoring i detekcija oštećenja armirano betonskih konstrukcija primenom piezoelektričnih agregata
المؤلفون: Marković, Nemanja
المساهمون: Stojić, Dragoslav, Grdić, Zoran, Topličić Ćurčić, Gordana, Marjanović, Miroslav
المصدر: Универзитет у Нишу
بيانات النشر: Универзитет у Нишу, Грађевинско-архитектонски факултет
سنة النشر: 2022
المجموعة: NaRDuS (National Repository of Dissertations in Serbia) / Nacionalni Repozitorijum Disertacija u Srbiji
مصطلحات موضوعية: Monitoring, Detekcija oštećenja, Nedestruktivne metode i procena stanja, Lokalizacija oštećenja, Armirano betonske konstrukcije, MKE, Numeričko modeliranje, Propagacija talasa, Structural health monitoring, Damage detection, Nondestructive methods and evaluation, Damage localization, Reinforced concrete structrures, FEM, Numerical modeling, Wave propagation
الوصف: This dissertation is focused on the development of methods for the damage detection and localization in concrete structures. This research is an attempt to meet the requirements of monitoring and non-destructive testing and assessment (NDI / P) of structures, as well as to reduce the current shortcoming in methods for monitoring the condition of concrete structures. The research gives numerical procedures for modeling the damage detection in linear reinforced concrete (RC) elements, starting from the model of piezoelectric smart aggregates (PZT PA) and further to the models of wave propagation. Verification of numerical models based on experimentally obtained results was performed, as well as parametric analysis of the change in RMSD (root mean square deviations) of the damage index in relation to individual parameters. For plate concrete elements, detection was performed using the existing two-dimensional damage index based on numerical simulations. For the damage localization, a hybrid method based on energy approach, time of propagation of the incoming wave from the actuator to the sensor as well as discrete wavelet signal transformation has been developed. A hybrid approach has been developed for the general shape of the concrete element, arbitrary number and position of PZT actuators / sensors, and arbitrary shape and position of damage. The mentioned hybrid approach was verified through experimental and numerical research on models with one and two damaged points. For 3D damage detection in concrete structres, a three-dimensional (3D) damage index based on a one-dimensional (1D) RMSD damage index has been developed. The 3D damage index was calculated for different damage cases, based on the results obtained by numerical simulations. A hybrid method developed for plate elements has been extended to 3D damage localization. A hybrid method for spatial damage localization was verified on parallelepiped samples/models by comparing experimental and numerical results. The obtained results indicate that the ...
نوع الوثيقة: doctoral or postdoctoral thesis
وصف الملف: application/pdf
اللغة: Serbian
العلاقة: http://eteze.ni.ac.rs/application/showtheses?thesesId=8590Test; https://fedorani.ni.ac.rs/fedora/get/o:1865/bdef:Content/downloadTest; https://plus.cobiss.net/cobiss/sr/sr/bib/85626377Test; https://nardus.mpn.gov.rs/handle/123456789/21325Test; http://nardus.mpn.gov.rs/bitstream/id/150348/Markovic_Nemanja_B.pdfTest; http://nardus.mpn.gov.rs/bitstream/id/150347/Doctoral_thesis_13428.pdfTest; https://hdl.handle.net/21.15107/rcub_nardus_21325Test
الإتاحة: https://nardus.mpn.gov.rs/handle/123456789/21325Test
http://eteze.ni.ac.rs/application/showtheses?thesesId=8590Test
https://fedorani.ni.ac.rs/fedora/get/o:1865/bdef:Content/downloadTest
https://plus.cobiss.net/cobiss/sr/sr/bib/85626377Test
http://nardus.mpn.gov.rs/bitstream/id/150348/Markovic_Nemanja_B.pdfTest
http://nardus.mpn.gov.rs/bitstream/id/150347/Doctoral_thesis_13428.pdfTest
https://hdl.handle.net/21.15107/rcub_nardus_21325Test
حقوق: openAccess ; https://creativecommons.org/licenses/by-nc-sa/4.0Test/ ; BY-NC-SA
رقم الانضمام: edsbas.90817A7C
قاعدة البيانات: BASE