Abstract

This paper proposes an acoustic emission (AE) based automated crack characterization method for reinforced concrete (RC) beams using a memory efficient lightweight convolutional neural network named SqueezeNet. The proposed method also includes a signal-to-image technique, which is continuous wavelet transformation (CWT) that decomposes the AE signals over time-frequency scales and extracts the crack/fracture information in both the time and frequency domains. First, AE signals for two types of cracks (minor and severe), along with the normal condition (no crack), are collected from the experimental test bed. Second, the previously mentioned CWT based signal-to-image technique is applied to generate two-dimensional time-frequency images that are then converted to gray scale images for faster computation. These images are supplied to the SqueezeNet for classification of the concrete crack types. We extensively modified the fire module of the SqueezeNet (SQN-MF) by introducing depth-wise convolutional kernels and channel shuffling operations. Not only does the proposed method utilize deep learning-based techniques for crack classification of concrete beams for the first time, but also the CWT-based imaging technique has not yet been explored in this field either. Additionally, this method does not follow the typical AE burst feature (features like AE counts, peak-amplitude, rise time, decay time, etc.) based methods, and as a result, we no longer require extensive human intervention and expertise to get deep understanding of the crack types. SQN-MF achieves AlexNet-level accuracy with fifty times fewer parameters and has an implementable memory size for the field programmable gate array boards. Overall, the method achieves 100% accuracy. It is 20.8% higher than the typical feature extraction and traditional machine learning based methods. We observed a 4% accuracy increase for the proposed SQN-MF compared to the typical SqueezeNet with bypass connections.

Highlights

  • Acoustic emission (AE) techniques have become popular lately as a propitious way of monitoring concrete structures [1]–[8]

  • EXPERIMENTAL RESULTS AND DISCUSSION The proposed concrete crack detection framework (CWT + SQN-MF) is applied on the acoustic emission (AE) data gathered from the threepoint bending test

  • This paper introduced a continuous wavelet transform (CWT) based imaging technique accompanied by SqueezeNet with modified fire modules (SQN-MF) to monitor the crack formation process in reinforced concrete (RC) beams

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Summary

Introduction

Acoustic emission (AE) techniques have become popular lately as a propitious way of monitoring concrete structures [1]–[8]. If any crack occurs in a concrete beam, materials associated with the crack releases energy. This results in wave propagation that can be identified using mounted AE sensors set on the surface of the concrete beam [2], [9]–[14]. AE signals show high sensitivity to crack occurrence and microscopic processes [15]. This helps us greatly to identify stress waves caused due to structural anomalies. AE signals extracted under a heavily loaded concrete beam can facilitate us with efficacious characterization and identification of cracks. We have a rich set of literature where researchers have

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