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Synthetic data augmentation for pixel-wise steel fatigue crack identification using fully convolutional networks

  • Zhai, Guanghao (Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign) ;
  • Narazaki, Yasutaka (Zhejiang University - University of Illinois at Urbana-Champaign Institute, Zhejiang University) ;
  • Wang, Shuo (Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign) ;
  • Shajihan, Shaik Althaf V. (Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign) ;
  • Spencer, Billie F. Jr. (Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign)
  • Received : 2021.05.09
  • Accepted : 2021.09.28
  • Published : 2022.01.25

Abstract

Structural health monitoring (SHM) plays an important role in ensuring the safety and functionality of critical civil infrastructure. In recent years, numerous researchers have conducted studies to develop computer vision and machine learning techniques for SHM purposes, offering the potential to reduce the laborious nature and improve the effectiveness of field inspections. However, high-quality vision data from various types of damaged structures is relatively difficult to obtain, because of the rare occurrence of damaged structures. The lack of data is particularly acute for fatigue crack in steel bridge girder. As a result, the lack of data for training purposes is one of the main issues that hinders wider application of these powerful techniques for SHM. To address this problem, the use of synthetic data is proposed in this article to augment real-world datasets used for training neural networks that can identify fatigue cracks in steel structures. First, random textures representing the surface of steel structures with fatigue cracks are created and mapped onto a 3D graphics model. Subsequently, this model is used to generate synthetic images for various lighting conditions and camera angles. A fully convolutional network is then trained for two cases: (1) using only real-word data, and (2) using both synthetic and real-word data. By employing synthetic data augmentation in the training process, the crack identification performance of the neural network for the test dataset is seen to improve from 35% to 40% and 49% to 62% for intersection over union (IoU) and precision, respectively, demonstrating the efficacy of the proposed approach.

Keywords

Acknowledgement

The authors would like to express their sincere thanks to Jau Yu Chou and Vedhus Hoskere for providing comments and valuable suggestions during the course of this research. In addition, the first and third author were supported in part by the China Scholarship Council under grants No. 201908040012 and No. 201706320312, respectively.

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