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Zastosowanie wybranych metod obrazowania tomograficznego w kontroli mostów betonowych
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Abstrakty
Majority of non-destructive testing (NDT) methodologies necessitate access to only one side of the structure. Due to factors such as wave absorption or reflection by the test object, it is necessary to position the transmitter and receiver on different sides of the test surface. This particular investigative modality is designated as tomography. The article reviews the literature on the use of tomography for the inspection of concrete structures, and presents the results of research conducted on the use of GPR in tomographic mode on a bridge support. It is concluded that GPR in tomographic mode is well suited for mapping larger areas with varying concrete quality. Conversely, radiography is particularly well suited to point measurements and is not limited by the influence of dense reinforcement mesh. It has been determined that when employing a suitable radiation source, the risk to human health when utilising this method is negligible. The article examines X-ray tomography and ground-penetrating radar (GPR) techniques, both employing tomographic imaging and requiring access to at least two sides of the structure. It aims to compare the two methods in terms of accuracy and data acquisition, based on the author’s experimental results and evidence from international literature.
Większość metod badań nieniszczących (NDT) wymaga dostępu tylko do jednej strony konstrukcji. Ze względu na takie czynniki, jak pochłanianie lub odbicie fal przez badany obiekt, konieczne jest umieszczenie nadajnika i odbiornika po różnych stronach badanej powierzchni. Ta szczególna metoda badawcza jest określana jako tomografia. W artykule dokonano przeglądu literatury dotyczącej wykorzystania tomografii do kontroli konstrukcji betonowych oraz przedstawiono wyniki badań przeprowadzonych nad wykorzystaniem GPR w trybie tomograficznym na podporze mostu. Stwierdzono, że GPR w trybie tomograficznym dobrze nadaje się do mapowania większych obszarów o zróżnicowanej jakości betonu. Natomiast radiografia nadaje się szczególnie dobrze do pomiarów punktowych i nie jest ograniczona wpływem gęstej siatki zbrojeniowej. Ustalono, że przy zastosowaniu odpowiedniego źródła promieniowania ryzyko dla zdrowia ludzkiego związane z wykorzystaniem tej metody jest znikome. W artykule przedstawiono także techniki tomografii rentgenowskiej i georadaru (GPR), które wykorzystują obrazowanie tomograficzne i wymagają dostępu do co najmniej dwóch stron konstrukcji. Celem pracy jest porównanie tych dwóch metod pod względem dokładności i pozyskiwania danych w oparciu o wyniki eksperymentów autora i dowody z międzynarodowej literatury.
Wydawca
Czasopismo
Rocznik
Tom
Strony
341--352
Opis fizyczny
Bibliogr. 31 poz., rys.
Twórcy
autor
- West Pomeranian University of Technology in Szczecin, Faculty of Civil and Environmental Engineering, 50 Piastów Av., 70-311 Szczecin, Poland
Bibliografia
- 1. Helmerich R., Bässler R., Buhr B., Holm G., Krüger M., Niederleithinger E., Brühwiler E.: NDT-Toolbox (Non Destructive Testing Toolbox). Sustainable Bridges SB 3.16, 2007, available online: https://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-75312 (available: 01.09.2025)
- 2. Helmerich R., Jan B., Casas J.R., Cruz P., Holm G., Geir H., Buhr B.: Guideline for inspection and condition assessment of existing European railway bridges. Sustainable Bridges: Including advices on the use of non-destructive testing, 2007, https://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-74579 (available: 01.09.2025)
- 3. Elfgren L.: Defects in railway bridges and procedures for maintenance. UIC Code 778-4R, 2009, https://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-23547 (available: 01.09.2025)
- 4. Taeby M., Mehrabi A.B.: Risk-based selection of inspection method for external post- tensioning system of bridges. Applied Sciences, 12, 14, 2022, Article ID: 7103, DOI: 10.3390/app12147103
- 5. Karthik M.M., Terzioglu T., Hurlebaus S., Hueste M.B., Weischedel H., Stamm R.: Magnetic flux leakage technique to detect loss in metallic area in external post-tensioning systems. Engineering Structures, 201, 2019, Article ID: 109765, DOI: 10.1016/j.engstruct.2019.109765
- 6. Topczewski L.: Improvement and application of Ground Penetrating Radar Non-Destructive Technique for the concrete bridge inspection. PhD Thesis, University of Minho, 2007
- 7. Becht A., Tronicke J., Appel E., Dietrich P.: Inversion strategy in crosshole radar tomography using information of data subsets. Geophysics, 69, 1, 2004, 222-230, DOI: 10.1190/1.1649390
- 8. Brauchler R., Liedl R., Appel E.: A travel time based hydraulic tomographic approach. Water Resources Research, 39, 12, 2003, Article ID: 1370, DOI: 10.1029/2003WR002262
- 9. Tronicke J., Tweeton D.R., Dietrich P., Appel E.: Improved crosshole radar tomography by using direct and reflected arrival times. Journal of Applied Geophysics, 47, 2, 2001, 97-105, DOI: 10.1016/S0926-9851(01)00050-7
- 10. Tronicke J., Dietrich P., Appel E.: Quality improvement of crosshole georadar tomography: pre- and post-inversion data analysis strategies. European Journal of Environmental and Engineering Geophysics, 7, 2002, 59-73
- 11. Tronicke J., Knoll M.D.: Vertical radar profiling: influence of survey geometry on first-arrival traveltimes and amplitudes. Journal of Applied Geophysics, 57, 3, 2005, 179-191, DOI: 10.1016/j.jappgeo.2004.11.001
- 12. Jeon D., Yoon S.: Electrical Resistance Tomography (ERT) for concrete structure applications: A review. Buildings, 14, 9, 2024, Article ID: 2654, DOI: 10.3390/buildings14092654
- 13. Fernandes F.M.: Evaluation of two novel NDT techniques: microdrilling of clay bricks and ground penetrating radar in masonry. PhD Thesis, University of Minho, 2006
- 14. Vicente M.A., Mínguez J., González D.C.: The use of computed tomography to explore the microstructure of materials in civil engineering: from rocks to concrete. In: Computed Tomography - Advanced Applications, InTechOpen, London, 2017, DOI: 10.5772/intechopen.69245
- 15. Pimentel M.: Numerical modelling for safety examination of existing concrete bridges. PhD Thesis, University of Porto, 2011
- 16. Pimentel M., Figueiras J., Mariscotti M., Thieberger P.: Gamma-ray inspection of post tensioning cables in a concrete bridge. In: Proceedings of the 13th International Conference on Structural Faults and Repair - 2010, Engineering Technics Press, Forde M.C. (Ed), Edinburgh, 2010, https://www.researchgate.net/profile/Mario-Mariscotti/publication/264879530_GAMMA-RAY_INSPECTION_OF_POST_TENSIONING_CABLES_IN_A_CONCRETE_BRIDGE/links/543fc2ca0cf2fd72f99da3dd/GAMMA-RAY-INSPECTION-OF-POST-TENSIONING-CABLES-IN-A-CONCRETE-BRIDGE.pdf, available: 01.09.2025
- 17. Mariscotti M.A.J.: Patent No. US5828723 Process for determining the internal three-dimensional structure of a body opaque to visible light by means of radiations from a single source, specially suitable for reinforced concrete parts. Tomografia de Hormigón Armado S.A., date of publication: 27.10.1998
- 18. Thieberger P., Mariscotti M.A.J., Ruffolo M.D., Frigerio T.: Patent No. WO2008060398A2 Method and arrangement for improving tomographic determinations, particularly suitable for inspection of steel reinforcement bars in concrete structures. Tomografia de Hormigón Armado S.A., date of publication: 22.05.2008
- 19. https://infotechnology.fhwa.dot.gov/radiography-rad-tendons/ (available: 26.04.2025)
- 20. Mariscotti M.A.J., Jalinoos F., Frigerior T., Ruffolo M., Thieberger P.: Gamma-ray imaging for void and corrosion assessment. ACI Concrete International, 31, 11, 2009, 48-53
- 21. Derobert X., Aubagnac C., Abraham O.: Comparison of NDT techniques on a post-tensioned beam before its autopsy. NDT & E International, 35, 8, 2002, 541-548, DOI: 10.1016/S0963-8695(02)00027-0
- 22. Binda L., Saisi A., Tiraboschi C., Valle S., Colla C., Forde M.: Application of sonic and radar tests on the piers and walls of the Cathedral of Noto. Construction and Building Materials, 17, 8, 2003, 613-627, DOI: 10.1016/S0950-0618(03)00056-4
- 23. Berryman J.G.: Lecture notes on nonlinear inversion and tomography. University of California, Lawrence Livermore National Laboratory, Livermore, US, 1991, https://www.geokniga.org/bookfiles/geokniga-lecturenotesonnonlinearinversionandtomography1boreholeseismictomography.pdf (available: 08.05.2025)
- 24. Buyukozturk O.: Imaging of concrete structures. NDT & E International, 31, 4, 1998, 233-243, DOI: 10.1016/S0963-8695(98)00012-7
- 25. Kak A.C., Slane M.: Principles of computerized tomographic imaging. Institute for Electrical and Electronic Engineers, IEEE Press, 1998, https://www.slaney.org/pct/pct-toc.html (available: 08.05.2025)
- 26. Laksameethanasan D.: 3D modelling and imaging based on transmission diffraction tomography and algebraic reconstruction techniques as applied in NDT. Master Thesis, University of Kassel, Germany, 2004
- 27. Marklein R., Mayer K., Hannemann R., Krylow T., Balasubramanian K., Langenberg K.J., Schmitz V.: Linear and nonlinear inversion algorithms applied in non destructive evaluation. Inverse problems, 18, 6, 2002, 1733-1759, DOI: 10.1088/0266-5611/18/6/319
- 28. Meju M.A.: Geophysical data analysis: Understanding inverse problem theory and practice. Society of Exploration Geophysicists (SEG) Books, Tulsa, Oklahoma, 1995, https://books.google.pl/books?id=oLlVczj0FcYC&printsec=frontcover&hl=pl&source=gbs_ge_summary_r&cad=0#v=onepage&q&f=false (available: 08.05.2025)
- 29. Scales J., Smith M., Treitel S.: Introductory geophysical inverse theory. Samizdat Press, Golden, Colorado, USA, 2001, https:// sites.mines.edu/samizdat/wp-content/uploads/sites/341/2020/07/Scales_smith_treitel.pdf (available: 08.05.2025)
- 30. Valle S., Zanzi L., Rocca F.: Radar tomography for NDT: comparison of techniques. Journal of Applied Geophysics, 41, 2-3, 1999, 259-269, DOI: 10.1016/S0926-9851(98)00046-9
- 31. Cruz P.J.S., Topczewski L., Fernandes F.M., Trela C., Lourenco P.B.: Application of radar techniques to the verification of design plans and the detection of defects in concrete bridges. Structure and Infrastructure Engineering, 6, 4, 2010, 395-407. DOI: 10.1080/15732470701778506
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-3c5d9a06-0c92-4b96-9336-8db5d278195f
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