Abstract

Orthotropic steel bridge decks and steel box girders are key structures of long-span bridges. Fatigue cracks often occur in these structures due to coupled factors of initial material flaws and dynamic vehicle loads, which drives the need for automating crack identification for bridge condition monitoring. With the use of unmanned aerial vehicle (UAV), the acquirement of bridge surface pictures is convenient, which facilitates the development of vision-based bridge condition monitoring. In this study, a combination of convolutional neural network (CNN) with fully convolutional network (FCN) is designed for crack identification and bridge condition monitoring. Firstly, 120 images are cropped into small patches to create a basic dataset. Subsequently, CNN and FCN models are trained for patch classification and pixel-level crack segmentation, respectively. In patch classification, some non-crack patches that contain complicated disturbance information, such as handwriting and shadow, are often mistakenly identified as cracks by directly using the CNN model. To address this problem, we propose a feedback-update strategy for CNN training, in which mistaken classification results of non-crack data are selected to update the training set to generate a new CNN model. By that analogy, several different CNN models are obtained and the accuracy of patch classification could be improved by using all models together. Finally, 80 test images are processed by the feedback-update CNN models and FCN model with a sliding window technique to generate crack identification results. Intersection over union (IoU) is calculated as an index to quantificationally evaluate the accuracy of the proposed method.

Highlights

  • The steel box girder is extensively used in long span bridges, which suffer from fatigue cracks under dynamic loads owing to initial flaws in the welding joints and connections

  • Several metrics can be used for accuracy evaluation, including pixel accuracy (PA), intersection over union (IoU), precision, recall, and F1 score [19]

  • The Intersection over union (IoU) of 80 test images is shown in Fig. 14 and the mean IoU is 0.5356

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Summary

Introduction

The steel box girder is extensively used in long span bridges, which suffer from fatigue cracks under dynamic loads owing to initial flaws in the welding joints and connections. The development and expansion of cracks will decrease the structural reliability and shorten the operational life span of bridges [1]. There is enormous interest in the research of bridge condition monitoring methods to detect fatigue cracks automatically. Due to the rapid development of computer vision, vision-based condition monitoring methods have become a research focus. Various vision-based methods based on conventional digital image processing techniques (IPTs) for detecting cracks have been proposed and investigated in the civil engineering field. Abdel-Qader et al [2] provided a comparison of four crack-detection techniques: fast Haar

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