Access the full text.
Sign up today, get DeepDyve free for 14 days.
P. Theodorakeas, E. Cheilakou, E. Ftikou, M. Koui (2015)
Passive and active infrared thermography: An overview of applications for the inspection of mosaic structuresJournal of Physics: Conference Series, 655
S. Yehia, O. Abudayyeh, S. Nabulsi, I. Abdel-Qader (2007)
Detection of Common Defects in Concrete Bridge Decks Using Nondestructive Evaluation TechniquesJournal of Bridge Engineering, 12
Subodh Kumar, V. Sharma, T. Kandpal, S. Mullick (1997)
Wind induced heat losses from outer cover of solar collectorsRenewable Energy, 10
V. Chair, Deborah Butler, R. Skinner, V. Arroyo (2009)
Nondestructive Testing to Identify Concrete Bridge Deck Deterioration
Shuhei Hiasa, R. Birgul, F. Catbas (2017)
Investigation of effective utilization of infrared thermography (IRT) through advanced finite element modelingConstruction and Building Materials, 150
(2013)
FLIR: The Ultimate Infrared Handbook for R&D Professionals
G. Washer, R. Fenwick, Seth Nelson, R. Rumbayan (2013)
Guidelines for Thermographic Inspection of Concrete Bridge Components in Shaded ConditionsTransportation Research Record, 2360
R. Waugh (2015)
Development of Infrared Techniques for Practical Defect Identification in Bonded JointsDevelopment of Infrared Techniques for Practical Defect Identification in Bonded Joints
J. Tashan, R. Al-Mahaidi, Ava Mamkak (2016)
Defect size measurement and far distance infrared detection in CFRP-concrete and CFRP-steel systemsAustralian Journal of Structural Engineering, 17
I. Abdel-Qader, Solange Yohali, O. Abudayyeh, S. Yehia (2008)
Segmentation of thermal images for non-destructive evaluation of bridge decksNdt & E International, 41
(2014)
ASTM: Standard Test Method for Detecting Delaminations in Bridge Decks Using Infrared Thermography
Shuhei Hiasa (2016)
Investigation of infrared thermography for subsurface damage detection of concrete structures
Seong-Hoon Kee, Taekeun Oh, J. Popovics, R. Arndt, Jinying Zhu (2012)
Nondestructive Bridge Deck Testing with Air-Coupled Impact-Echo and Infrared ThermographyJournal of Bridge Engineering, 17
V. Vavilov, D. Burleigh, A. Klimov (2002)
Advanced modeling of thermal NDT problems: from buried landmines to defects in composites, 4710
Shuhei Hiasa, F. Catbas, M. Matsumoto, K. Mitani (2016)
Monitoring concrete bridge decks using infrared thermography with high speed vehicles, 3
Suresh Kumar, S. Mullick (2010)
Wind heat transfer coefficient in solar collectors in outdoor conditionsSolar Energy, 84
C. Meola (2007)
A new approach for estimation of defects detection with infrared thermographyMaterials Letters, 61
C. Maierhofer, A. Brink, M. Röllig, H. Wiggenhauser (2005)
Quantitative impulse-thermography as non-destructive testing method in civil engineering - Experimental results and numerical simulationsConstruction and Building Materials, 19
Jungwon Huh, Q. Tran, Jong-Han Lee, Dongyeob Han, J. Ahn, S. Yim (2016)
Experimental Study on Detection of Deterioration in Concrete Using Infrared Thermography TechniqueAdvances in Materials Science and Engineering, 2016
M. Clark, D. Mccann, M. Forde (2003)
Application of infrared thermography to the non-destructive testing of concrete and masonry bridgesNdt & E International, 36
T. Nishikawa, A. Hirano, E. Kamada (2000)
EXPERIMENTAL STUDY ON THERMOGRAPHY METHOD FOR EXTERNAL WALL REMOVEMENT FINISHED WITH CERAMIC TILEJournal of Structural and Construction Engineering (transactions of Aij), 65
B. Cannas, S. Carcangiu, G. Concu, N. Trulli (2012)
Modeling of active infrared thermography for defect detection in concrete structures
A. Girón, Humberto Correa (2013)
New 3D Finite Difference Method for Thermal Contrast Enhancement in Slabs Pulsed Thermography InspectionJournal of Nondestructive Evaluation, 33
S Sharples (1998)
10.1016/S0038-092X(97)00119-9Sol. Energy, 62
Shuhei Hiasa, R. Birgul, R. Birgul, F. Catbas (2016)
Infrared thermography for civil structural assessment: demonstrations with laboratory and field studiesJournal of Civil Structural Health Monitoring, 6
P. Cotič, Dejan Kolarič, V. Bosiljkov, V. Bosiljkov, Z. Jagličić (2015)
Determination of the applicability and limits of void and delamination detection in concrete structures using infrared thermographyNdt & E International, 74
G. Holst (2000)
Common Sense Approach to Thermal Imaging
G. Washer, R. Fenwick, Naveen Bolleni (2010)
Effects of Solar Loading on Infrared Imaging of Subsurface Features in ConcreteJournal of Bridge Engineering, 15
V. Vavilov (2007)
Pulsed thermal NDT of materials: back to the basicsNondestructive Testing and Evaluation, 22
Sharef Farrag, S. Yehia, N. Qaddoumi (2016)
Investigation of Mix-Variation Effect on Defect-Detection Ability Using Infrared Thermography as a Nondestructive Evaluation TechniqueJournal of Bridge Engineering, 21
Sardar Rehman, Z. Ibrahim, S. Memon, M. Jameel (2016)
Nondestructive test methods for concrete bridges: A reviewConstruction and Building Materials, 107
G. Washer, R. Fenwick, Naveen Bolleni (2009)
Development of Hand-Held Thermographic Inspection TechnologiesMaterials evaluation, 66
(2010)
Points to consider for photography by infrared cameras with different wavelength detection region
Chia-Chi Cheng, T. Cheng, C. Chiang (2008)
Defect detection of concrete structures using both infrared thermography and elastic wavesAutomation in Construction, 18
R. Woodward (1989)
NON DESTRUCTIVE TESTING METHODS FOR CONCRETE BRIDGES
Mukunthan Krishnapillai, Rhys Jones, I. Marshall, M. Bannister, N. Rajic (2006)
NDTE using pulse thermography : Numerical modeling of composite subsurface defectsComposite Structures, 75
VP Vavilov, DD Burleigh, AG Klimov (2002)
Thermosense XXIV
Shuhei Hiasa, F. Catbas, M. Matsumoto, K. Mitani (2017)
Considerations and Issues in the Utilization of Infrared Thermography for Concrete Bridge Inspection at Normal Driving SpeedsJournal of Bridge Engineering, 22
T Nishikawa, A Hirano, E Kamada (2000)
Experimental study on thermography method for external wall removement finished with ceramic tileArch. Inst. Jpn., 529
S. Sebesta, T. Scullion, T. Saarenketo (2012)
Using Infrared and High-Speed Ground-Penetrating Radar for Uniformity Measurements on New HMA Layers
R. Rumbayan, G. Washer (2014)
Modeling of Environmental Effects on Thermal Detection of Subsurface Damage in ConcreteResearch in Nondestructive Evaluation, 25
(2002)
V: introduction to NDT by active infrared thermography
D. Mccann, M. Forde (2001)
Review of NDT methods in the assessment of concrete and masonry structuresNdt & E International, 34
Fuad Khan, M. Bolhassani, A. Kontsos, A. Hamid, I. Bartoli (2015)
Modeling and experimental implementation of infrared thermography on concrete masonry structuresInfrared Physics & Technology, 69
Taekeun Oh, Seong-Hoon Kee, R. Arndt, J. Popovics, Jinying Zhu (2013)
Comparison of NDT Methods for Assessment of a Concrete Bridge DeckJournal of Engineering Mechanics-asce, 139
M. Matsumoto, K. Mitani, F. Catbas (2013)
Bridge Assessment Methods Using Image Processing and Infrared Thermography Technology: On-Site Pilot Application in Florida
(2017)
Full-scale measurements of windinduced convective heat transfer from a roof-mounted flat plate solar collector
Azusa Watase, R. Birgul, Shuhei Hiasa, M. Matsumoto, K. Mitani, F. Catbas (2015)
Practical identification of favorable time windows for infrared thermography for concrete bridge evaluationConstruction and Building Materials, 101
(2015)
Google: Google Maps
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 ( $$\Delta $$ Δ T) increases as the size of delamination increases; however, $$\Delta $$ Δ 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%, $$\Delta $$ Δ T of any delaminations converges to $$\Delta $$ Δ T of the same area of a square/circular-shaped delamination. Furthermore, if the aspect ratio is 25% or smaller, $$\Delta $$ Δ T becomes smaller than the $$\Delta $$ Δ 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 $$\Delta $$ Δ T, it was assumed that it was possible to estimate the depth of delamination by comparing $$\Delta $$ Δ T from IRT data to $$\Delta $$ Δ 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.
Journal of Nondestructive Evaluation – Springer Journals
Published: Jul 31, 2017
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.