Creating 3D Models Using Infrared Thermography with Remotely Piloted Aerial Systems
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Creating 3D Models Using Infrared Thermography with Remotely Piloted Aerial Systems

Authors: P. van Tonder, C. C. Kruger

Abstract:

Concrete structures deteriorate over time and degradation escalates due to various factors. The rate of deterioration can be complex and unpredictable in nature. Such deteriorations may be located beneath the surface of the concrete at high elevations. This emphasizes the need for an efficient method of finding such defects to be able to assess the severity thereof. Current methods using thermography to find defects require equipment to reach higher elevations. This could become costly and time consuming not to mention the risks involved in having personnel scaffold or abseiling at such heights. Accordingly, by combining the thermal camera needed for thermography and a remotely piloted aerial system (Drone/RPAS), it could be used to alleviate some of the issues mentioned. Images can be translated into a 3D temperature model to aid concrete diagnostics and with further research can relate back to the mechanical properties of the structure but will not be dealt with in this paper. Such diagnostics includes finding delamination, similar to finding delamination on concrete decks, which resides beneath the surface of the concrete before spalling can occur. Delamination can be caused by reinforcement eroding and causing expansion beneath the concrete surface. This could lead to spalling, where concrete pieces start breaking off from the main concrete structure.

Keywords: Concrete, diagnostic, infrared thermography, 3D thermal models.

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References:


[1] Washer, G., Fenwick, R. & Nelson, S., Guidelines for the hermographic Inspection of Concrete Bridge Components in Shaded Conditions. Columbia: University of Missouri, 2013.
[2] IAEA, Guidebook on non-destructive testing of concrete structures, International Atomic Energy Agency, Vienna, 2002.
[3] Scott, M. et al., Passive infrared thermography as a diagnostic tool in civil engineering structural material health monitoring. Johannesburg: University of Johannesburg, 2012.
[4] van der Merwe, J.J., An Investigation into the Impact of the Viewing Angle of an elevated concrete structure diagnostics using. University of Johannesburg: University of Johannesburg, 2015
[5] P. van Tonder, “Infrared Thermography (IRT): Parameters effecting IRT and analysis of the IRT patterns,” University of Johannesbrug, Johannesburg, 2016.
[6] ICRI, Award of Merit: Special Projects Category, Preservation of LSU Tiger Stadium. 2013, (Online) Available at: https://www.icri.org/page/AOM13_LSUTigerStadiu (Accessed 28 May 2018)
[7] Vorster, D.J. & Gräbe, P.J., 2013. The use of groundpenetrating radar to develop a track substructure characterisation model. Journal of SAICE, 55(3), p.715
[8] EENA, Remote Piloted Airborne Systems (RPAS) and the Emergency Services, RPAS and the Emergency Services. Brussels, 2015.
[9] Lewis, K., Drones for flood control infrastructure inspection in Denver. Denver, U.S, 2016.
[10] Department of Transport, Civil Aviation Act, 2009 (Act No. 13 of 2009). Government Gazette, 27 May 2015. Available at: http://www.caa.co.za/Legal%20Documents/PART%20101%20GAZETTE.pdf.
[11] ICRI, Award of Merit: Special Projects Category, Structural Reinforcement of Florencia Resort Complex Condominiums. 2010 (Online) Available at: https://www.icri.org/page/AOM10_FlorenciaResor (Accessed 28 May 2018).
[12] Vollmer M, Mollmann K, Fundamentals of Infrared Thermal Imaging, Chapter 1, Wiley, November 2017. 7–588, Apr. 1965.
[13] C. Kuenzer and S. W. Dech, Thermal Infrared Remote Sensing Sensors, Methods, Applications, Germany: Dordrecht: Springer, 2013.
[14] Mikron Instrument COmpany Inc., “Table of Emissivity of Various Surfaces,” Transmetra, 2003.