Enhancing Bridge Deck Delamination Detection Based on Aerial Thermography Through Grayscale Morphologic Reconstruction: A Case Study

Environmental-induced temperature variations across the bridge deck were one of the major factors that degraded the performance of delamination detection through thermography. The non-uniformly distributed thermal background yields the assumption of most conventional quantitative methods used in practice such as global thresholding and k-means clustering. This study proposed a pre-processing method to estimate the thermal background through iterative grayscale morphologic reconstruction based on a pre-selected temperature contrast. After the estimation of the background, the thermal feature of delamination was kept in the residual image. A UAV-based nondestructive survey was carried out on an in-service bridge for a case study and two delamination quantization methods (threshold-based and clustering-based) were applied on both raw and residual thermal image. Results were compared and evaluated based on the hammer sounding test on the same bridge. The performance of detectability was noticeably improved while direct implementation of post-processing on raw image exhibited over- and under-estimation of delamination. The selection of pre-defined temperature contrast and stopping criterion of iteration were discussed. The study concluded the usefulness of the proposed method for the case study and further evaluation and parameter tuning are expected to generalize the method and procedure.

[1]  Petros Maragos,et al.  Tutorial On Advances In Morphological Image Processing And Analysis , 1986, Other Conferences.

[2]  Glenn Washer,et al.  Effects of Environmental Variables on Infrared Imaging of Subsurface Features of Concrete Bridges , 2009 .

[3]  G. Vosselman SLOPE BASED FILTERING OF LASER ALTIMETRY DATA , 2000 .

[4]  Ralf W. Arndt,et al.  Comparison of NDT Methods for Assessment of a Concrete Bridge Deck , 2013 .

[5]  J. Chermant,et al.  Image analysis and mathematical morphology for civil engineering materials , 2001 .

[6]  Ikhlas Abdel-Qader,et al.  Segmentation of thermal images for non-destructive evaluation of bridge decks , 2008 .

[7]  Glenn Washer,et al.  A pixel-by-pixel reliability analysis of infrared thermography (IRT) for the detection of subsurface delamination , 2016 .

[8]  Liang Cheng,et al.  Building region derivation from LiDAR data using a reversed iterative mathematic morphological algorithm , 2013 .

[9]  Devin K. Harris,et al.  Combined Imaging Technologies for Concrete Bridge Deck Condition Assessment , 2015 .

[10]  Shuhei Hiasa,et al.  Investigation of effective utilization of infrared thermography (IRT) through advanced finite element modeling , 2017 .

[11]  Osama Moselhi,et al.  Concrete bridge deck condition assessment using IR Thermography and Ground Penetrating Radar technologies , 2017 .

[12]  Shuhei Hiasa,et al.  Practical identification of favorable time windows for infrared thermography for concrete bridge evaluation , 2015 .

[13]  Moncef L. Nehdi,et al.  Remote sensing of concrete bridge decks using unmanned aerial vehicle infrared thermography , 2017 .

[14]  Luc Vincent,et al.  Morphological grayscale reconstruction in image analysis: applications and efficient algorithms , 1993, IEEE Trans. Image Process..

[15]  Ivan Bartoli,et al.  Bridge deck delamination identification from unmanned aerial vehicle infrared imagery , 2016 .

[16]  John S. Popovics,et al.  Nondestructive Bridge Deck Testing with Air-Coupled Impact-Echo and Infrared Thermography , 2012 .

[17]  Moncef L. Nehdi,et al.  Clustering-Based Threshold Model for Condition Assessment of Concrete Bridge Decks Using Infrared Thermography , 2017 .

[18]  Tao Wang,et al.  Mathematical Morphology Based Asphalt Pavement Crack Detection , 2009 .

[19]  Xinhua Zhuang,et al.  Image Analysis Using Mathematical Morphology , 1987, IEEE Transactions on Pattern Analysis and Machine Intelligence.

[20]  Chongsheng Cheng,et al.  Time-Series Based Thermography on Concrete Block Void Detection , 2018 .

[21]  Yanjun Qiu,et al.  Automatic Identification of Pavement Cracks Using Mathematic Morphology , 2007 .