Effect of Defect Size on Subsurface Defect Detectability and Defect Depth Estimation for Concrete Structures by Infrared Thermography
Source abstract
Abstract
This study aims to reveal the effect and correlation of delamination size and defect shape for using infrared thermography (IRT) through FE modeling to enhance the reliability and applicability of IRT for effective structural inspections. Regarding the effect of delamination size, it is observed that the temperature difference between sound and delaminated area ( $$\Delta $$ T) increases as the size of delamination increases; however, $$\Delta $$ T converges to a certain value when the area is 40 $$\times $$ 40 cm and the thickness is 1 cm. As for the shape of delamination, it can be assumed that if the aspect ratio which is the ratio of the length of the shorter side to the longer side of the delamination is more than 25%, $$\Delta $$ T of any delaminations converges to $$\Delta $$ T of the same area of a square/circular-shaped delamination. Furthermore, if the aspect ratio is 25% or smaller, $$\Delta $$ T becomes smaller than the $$\Delta $$ T of the same area of a square/circular-shaped delamination, and it is getting smaller as the ratio becomes smaller. Furthermore, this study attempts to estimate depths of delaminations by using IRT data. Based on the correlation between the size of delamination and the depth from the concrete surface in regard to $$\Delta $$ T, it was assumed that it was possible to estimate the depth of delamination by comparing $$\Delta $$ T from IRT data to $$\Delta $$ T at several depths obtained from FE model simulations. Through the investigation using IRT data from real bridge deck scanning, this study concluded that this estimation method worked properly to provide delamination depth information by incorporating IRT with FE modeling.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Thermography and Photoacoustic Techniques · Structural Health Monitoring Techniques · Ultrasonics and Acoustic Wave Propagation
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (50)
Show source-provided references
1. Hiasa, S., Birgul, R., Catbas, F.N.: Infrared thermography for civil structural assessment: demonstrations with laboratory and field studies. J. Civ. Struct. Heal. Monit. 6, 619–636 (2016)10.1007/s13349-016-0180-9 ↗
2. Kashif Ur Rehman, S., Ibrahim, Z., Memon, S.A., Jameel, M.: Nondestructive test methods for concrete bridges. A review. Constr. Build. Mater. 107, 58–86 (2016)10.1016/j.conbuildmat.2015.12.011 ↗
3. Theodorakeas, P., Cheilakou, E., Ftikou, E., Koui, M.: Passive and active infrared thermography: an overview of applications for the inspection of mosaic structures. In: 33rd UIT (Italian Union Thermo-Fluid Dynamics Heat Transfer Conference 655 (2015)10.1088/1742-6596/655/1/012061 ↗
4. Holst, G.C.: Common Sense Approach to Thermal Imaging. JCD Publishing, Winter Park (2000)10.1117/3.2588945 ↗
5. Tashan, J., Al-mahaidi, R., Mamkak, A.: Defect size measurement and far distance infrared detection in CFRP-concrete and CFRP-steel systems. Aust. J. Struct. Eng. 17 (2015). doi. 10.1080/13287982.2015.111617710.1080/13287982.2015.1116177 ↗
6. Washer, G., Fenwick, R., Nelson, S., Rumbayan, R.: Guidelines for the thermographic inspection of concrete bridge components in shaded conditions. Transp. Res. Rec. J. Transp. Res. Board. 2360, 13–20 (2013)10.3141/2360-02 ↗
7. Huh, J., Tran, Q.H., Lee, J., Han, D., Ahn, J., Yim, S.: Experimental study on detection of deterioration in concrete using infrared thermography technique. Adv. Mater. Sci. Eng. 2016, Article ID 1053856 (2016)10.1155/2016/1053856 ↗
8. Cotič, P., Kolarič, D., Bosiljkov, V.B., Bosiljkov, V., Jagličić, Z.: Determination of the applicability and limits of void and delamination detection in concrete structures using infrared thermography. NDT E Int. 74, 87–93 (2015)10.1016/j.ndteint.2015.05.003 ↗
9. FHWA: Highway bridges by deck structure type 2016. https://www.fhwa.dot.gov/bridge/nbi/no10/deck16.cfm
10. Hiasa, S.: Investigation of infrared thermography for subsurface damage detection of concrete structures. Electronic Theses and Dissertations Paper 5063 (2016). http://stars.library.ucf.edu/etd/5063
11. Hiasa, S., Catbas, F.N., Matsumoto, M., Mitani, K.: Considerations and issues in the utilization of infrared thermography for concrete bridge inspection at normal driving speeds. J. Bridg. Eng., ASCE (2017). doi: 10.1061/(ASCE)BE.1943-5592.000112410.1061/(ASCE)BE.1943-5592.0001124 ↗
12. Hiasa, S., Catbas, F.N., Matsumoto, M., Mitani, K.: Monitoring concrete bridge decks using infrared thermography with high speed vehicles. Struct. Monit. Maint. Int. J. 3, 277–296 (2016)
13. Khan, F., Bolhassani, M., Kontsos, A., Hamid, A., Bartoli, I.: Modeling and experimental implementation of infrared thermography on concrete masonry structures. Infrared Phys. Technol. 69, 228–237 (2015)10.1016/j.infrared.2015.02.001 ↗
14. McCann, D.M., Forde, M.C.: Review of NDT methods in the assessment of concrete and masonry structures. NDT E Int. 34, 71–84 (2001)10.1016/S0963-8695(00)00032-3 ↗
15. Maldague, X.P.: V: introduction to NDT by active infrared thermography. Mater. Eval. 60, 1060–1073 (2002)
16. Waugh, R.C.: Development of infrared techniques for practical defect identification in bonded joints. In: Development of Infrared Techniques for Practical Defect Identification in Bonded Joints, pp. 21–37. Springer International Publishing, Heidelberg (2016)10.1007/978-3-319-22982-9_3 ↗
17. Sebesta, S., Saarenketo, T., Scullion, T.: Using Infrared and High-Speed Ground-Penetrating Radar for Uniformity Measurements on New HMA Layers. The National Academies Press, Washington, DC (2012)10.17226/22769 ↗
18. Hiasa, S., Birgul, R., Catbas, F.N.: Investigation of effective utilization of infrared thermography (IRT) through advanced finite element modeling. Constr. Build. Mater. (2017). doi: 10.1016/j.conbuildmat.2017.05.17510.1016/j.conbuildmat.2017.05.175 ↗
19. Vavilov, V.P.: Pulsed thermal NDT of materials: back to the basics. Nondestruct. Test. Eval. 22, 177–197 (2007)10.1080/10589750701448407 ↗
20. Washer, G., Fenwick, R., Bolleni, N.: Development of hand-held thermographic inspection technologies. Report No. OR10-007 (2009)
21. Washer, G., Fenwick, R., Bolleni, N.: Effects of solar loading on infrared imaging of subsurface features in concrete. J. Bridg. Eng. 15, 384–390 (2010)10.1061/(ASCE)BE.1943-5592.0000117 ↗
22. Gucunski, N., Nazarian, S., Yuan, D., Kutrubes, D.: Nondestructive testing to identify concrete bridge deck deterioration. Transportation Research Board, SHRP 2 Report S2-R06A-RR-1, Washington, DC (2013)10.17226/22771 ↗
23. Yehia, S., Abudayyeh, O., Nabulsi, S., Abdelqader, I.: Detection of common defects in concrete bridge decks using nondestructive evaluation techniques. J. Bridg. Eng. 12, 215–225 (2007)10.1061/(ASCE)1084-0702(2007)12:2(215) ↗
24. Kee, S.-H., Oh, T., Popovics, J.S., Arndt, R.W., Zhu, J.: Nondestructive bridge deck testing with air-coupled impact-echo and infrared thermography. J. Bridg. Eng. 17, 928–939 (2012)10.1061/(ASCE)BE.1943-5592.0000350 ↗
25. Watase, A., Birgul, R., Hiasa, S., Matsumoto, M., Mitani, K., Catbas, F.N.: Practical identification of favorable time windows for infrared thermography for concrete bridge evaluation. Constr. Build. Mater. 101, 1016–1030 (2015)10.1016/j.conbuildmat.2015.10.156 ↗
26. ASTM: Standard Test Method for Detecting Delaminations in Bridge Decks Using Infrared Thermography. ASTM International, West Conshohocken (2014)
27. Hashimoto, K., Akashi, Y.: Points to consider for photography by infrared cameras with different wavelength detection region. In: 65th JSCE Annual Meeting, p. VI-160. Japan Society of Civil Engineers (JSCE), Sapporo, Japan (2010)
28. FLIR: The Ultimate Infrared Handbook for R&D Professionals. FLIR AB (2013)
29. Nishikawa, T., Hirano, A., Kamada, E.: Experimental study on thermography method for external wall removement finished with ceramic tile. Arch. Inst. Jpn. 529, 29–35 (2000)
30. Nakamura, S., Takaya, S., Maeda, Y., Yamamoto, T., Miyagawa, T.: Spalling time prediction by using infrared thermography. J. Jpn. Soc. Civ. Eng. Ser. E2 (Materials Concr. Struct.) 69, 450–461 (2013)
31. Maierhofer, C., Brink, A., Ro, M., Wiggenhauser, H.: Quantitative impulse-thermography as non-destructive testing method in civil engineering—experimental results and numerical simulations. Constr. Build. Mater. 19, 731–737 (2005)10.1016/j.conbuildmat.2005.06.002 ↗
32. Cheng, C.-C., Cheng, T., Chiang, C.: Defect detection of concrete structures using both infrared thermography and elastic waves. Autom. Constr. 18, 87–92 (2008)10.1016/j.autcon.2008.05.004 ↗
33. Abdel-qader, I., Yohali, S., Abudayyeh, O., Yehia, S.: Segmentation of thermal images for non-destructive evaluation of bridge decks. NDT E Int. 41, 395–405 (2008)10.1016/j.ndteint.2007.12.003 ↗
34. Rumbayan, R., Washer, G.A.: Modeling of environmental effects on thermal detection of subsurface damage in concrete. Res. Nondestruct. Eval. 25, 235–252 (2014)10.1080/09349847.2014.933993 ↗
35. Cannas, B., Carcangiu, S., Concu, G., Trulli, N.: Modeling of active infrared thermography for defect detection in concrete structures. In: COMSOL Conference 7 (2012)
36. Restrepo Girón, A.D., Loaiza Correa, H.: New 3D finite difference method for thermal contrast enhancement in slabs pulsed thermography inspection. J. Nondestruct. Eval. 33(1), 62–73 (2013)
37. Krishnapillai, M., Jones, R., Marshall, I.H., Bannister, M., Rajic, N.: NDTE using pulse thermography: numerical modeling of composite subsurface defects. Compos. Struct. 75, 241–249 (2006)10.1016/j.compstruct.2006.04.079 ↗
38. Vavilov, V.P., Burleigh, D.D., Klimov, A.G.: Advanced modeling of thermal NDT problems: from buried landmines to defects in composites. In: Maldague, X.P., Rozlosnik, A.E. (eds.) Thermosense XXIV, pp. 507–521. SPIE, Orlando (2002)10.1117/12.459600 ↗
39. COMSOL: Heat Transfer Module User’s Guide, Version 5.1 (2015)
40. Google: Google Maps. https://www.google.com/maps/
41. WeatherUnderground: Weather History for Orlando, FL [KFLORLAN179], http://www.wunderground.com/personal-weather-station/dashboard?ID=KFLORLAN179#history/tdata/s20151219/e20151219/mdaily
42. Kumar, S., Mullick, S.C.: Wind heat transfer coefficient in solar collectors in outdoor conditions. Sol. Energy 84, 956–963 (2010)10.1016/j.solener.2010.03.003 ↗
43. Sharples, S., Charlesworth, P.S.: Full-scale measurements of wind-induced convective heat transfer from a roof-mounted flat plate solar collector. Sol. Energy 62, 69–77 (1998)10.1016/S0038-092X(97)00119-9 ↗
44. Kumar, S., Sharma, V.B., Kandpal, T.C., Mullick, S.C.: Wind induced heat losses from outer cover of solar collectors. Renew. Energy 10, 613–616 (1997)10.1016/S0960-1481(96)00031-6 ↗
45. Meola, C.: A new approach for estimation of defects detection with infrared thermography. Mater. Lett. 61, 747–750 (2007)10.1016/j.matlet.2006.04.120 ↗
46. Farrag, S., Yehia, S., Qaddoumi, N.: Investigation of mix-variation effect on defect-detection ability using infrared thermography as a nondestructive evaluation technique. J. Bridg. Eng. 21, 4015055 (2015)10.1061/(ASCE)BE.1943-5592.0000779 ↗
47. Clark, M., McCann, D., Forde, M.: Application of infrared thermography to the non-destructive testing of concrete and masonry bridges. NDT E Int. 36, 265–275 (2003)10.1016/S0963-8695(02)00060-9 ↗
48. Oh, T., Kee, S., Arndt, R.W., Popovics, J.S., Asce, M., Zhu, J.: Comparison of NDT methods for assessment of a concrete bridge deck. J. Eng. Mech. 139, 305–314 (2013)
49. Matsumoto, M., Mitani, K., Catbas, F.N.: Bridge assessment methods using image processing and infrared thermography. In: 28th US–Japan Bridge Engineering Workshop (2012)10.2749/222137912805111636 ↗
50. WeatherUnderground: Hourly Weather History & Observations. https://www.wunderground.com/history/airport/KHEF/2014/10/2/DailyHistory.html?req_city=Haymarket&req_state=VA&req_statename=&reqdb.zip=20168&reqdb.magic=1&reqdb.wmo=99999&MR=1