Abstract

This paper summarizes the results of traditional image processing algorithms for detection of defects in concrete using images taken by Unmanned Aerial Systems (UASs). Such algorithms are useful for improving the accuracy of crack detection during autonomous inspection of bridges and other structures, and they have yet to be compared and evaluated on a dataset of concrete images taken by UAS. The authors created a generic image processing algorithm for crack detection, which included the major steps of filter design, edge detection, image enhancement, and segmentation, designed to uniformly compare different edge detectors. Edge detection was carried out by six filters in the spatial (Roberts, Prewitt, Sobel, and Laplacian of Gaussian) and frequency (Butterworth and Gaussian) domains. These algorithms were applied to fifty images each of defected and sound concrete. Performances of the six filters were compared in terms of accuracy, precision, minimum detectable crack width, computational time, and noise-to-signal ratio. In general, frequency domain techniques were slower than spatial domain methods because of the computational intensity of the Fourier and inverse Fourier transformations used to move between spatial and frequency domains. Frequency domain methods also produced noisier images than spatial domain methods. Crack detection in the spatial domain using the Laplacian of Gaussian filter proved to be the fastest, most accurate, and most precise method, and it resulted in the finest detectable crack width. The Laplacian of Gaussian filter in spatial domain is recommended for future applications of real-time crack detection using UAS.

Highlights

  • The United States is home to more than 600,000 bridges, more than one-third of which include a concrete superstructure or wear surface [1]

  • The literature contains few investigations comparing different edge detection algorithms for accuracy, none of which are on unmanned aerial systems (UASs) captured images

  • Edge detection was completed in the spatial domain using Roberts, Prewitt, Sobel, and Laplacian of Gaussian (LoG) filters, and in the frequency domain using Butterworth and Gaussian filters

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Summary

Introduction

The United States is home to more than 600,000 bridges, more than one-third of which include a concrete superstructure or wear surface [1]. These bridges require a variety of periodic inspections in accordance with federal regulations. The most common inspection type is routine inspection, wherein the inspector scans the bridge deck to identify surface degradation or surface cracking. Such inspections are costly, time-consuming, and labor-intensive [2,3]. Image-based inspection of infrastructure for concrete delamination [10,11,12,13], cracks [14,15,16,17], and spalls [18,19] using unmanned aerial systems (UASs) have been proven effective based on previous literature [20]

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