Automated identification of steel weld defects, a convolutional neural network improved machine learning approach

Zhan SHU, Ao WU, Yuning SI, Hanlin DONG, Dejiang WANG, Yifan LI

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Front. Struct. Civ. Eng. ›› 2024, Vol. 18 ›› Issue (2) : 294-308. DOI: 10.1007/s11709-024-1045-7
RESEARCH ARTICLE

Automated identification of steel weld defects, a convolutional neural network improved machine learning approach

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Abstract

This paper proposes a machine-learning-based methodology to automatically classify different types of steel weld defects, including lack of the fusion, porosity, slag inclusion, and the qualified (no defects) cases. This methodology solves the shortcomings of existing detection methods, such as expensive equipment, complicated operation and inability to detect internal defects. The study first collected percussed data from welded steel members with or without weld defects. Then, three methods, the Mel frequency cepstral coefficients, short-time Fourier transform (STFT), and continuous wavelet transform were implemented and compared to explore the most appropriate features for classification of weld statuses. Classic and convolutional neural network-enhanced algorithms were used to classify, the extracted features. Furthermore, experiments were designed and performed to validate the proposed method. Results showed that STFT achieved higher accuracies (up to 96.63% on average) in the weld status classification. The convolutional neural network-enhanced support vector machine (SVM) outperformed six other algorithms with an average accuracy of 95.8%. In addition, random forest and SVM were efficient approaches with a balanced trade-off between the accuracies and the computational efforts.

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Keywords

steel weld / machine learning / convolutional neural network / weld defect detection / classification task / percussion

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Zhan SHU, Ao WU, Yuning SI, Hanlin DONG, Dejiang WANG, Yifan LI. Automated identification of steel weld defects, a convolutional neural network improved machine learning approach. Front. Struct. Civ. Eng., 2024, 18(2): 294‒308 https://doi.org/10.1007/s11709-024-1045-7

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Electronic Supplementary Material

Supplementary material is available in the online version of this article at https://doi.org/10.1007/s11709-024-1045-7 and is accessible for authorized users.

Acknowledgements

The authors gratefully acknowledge the support of Shanghai Pinlan Data Technology Co., Ltd., and Open Fund of Shanghai Key Laboratory of Engineering Structure Safety, SRIBS (No. 2021-KF-06).

Competing interests

The authors declare that they have no competing interests.

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