Concrete multi-crack identification and location using back-propagation neural network and digital image correlation

Kaiyang ZHOU , Yun WANG , Jintao HE , Dong LEI

ENG. Struct. Civ. Eng ›› 2026, Vol. 20 ›› Issue (5) : 1011 -1029.

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ENG. Struct. Civ. Eng ›› 2026, Vol. 20 ›› Issue (5) :1011 -1029. DOI: 10.1007/s11709-026-1328-2
RESEARCH ARTICLE
Concrete multi-crack identification and location using back-propagation neural network and digital image correlation
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Abstract

This study investigates the effectiveness of using a lightweight back-propagation (BP) neural network combined with digital image correlation (DIC) for the identification and localization of multi-crack on concrete surfaces. First, three-point bending tests were conducted on plain concrete specimens to obtain single-crack propagation data, thereby verifying the capability of the BP neural network in identifying and localizing single cracks. The optimal BP neural network structure for micro-crack identification was determined to consist of two hidden layers with three neurons in each layer. Subsequently, four-point bending tests were performed on reinforced concrete beams to collect experimental data involving the simultaneous propagation of multiple cracks, which were used to evaluate the BP neural network’s performance in multi-crack identification and localization. By integrating wavelet packet analysis and energy variation rate, the optimal BP neural network successfully identified and localized multiple cracks. Compared with convolutional neural networks, the proposed method is more convenient and lightweight, does not require a large number of high-quality crack labels, and demonstrates superior performance in recognizing global cracks.

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Keywords

concrete / DIC / BP neural network / micro-crack identification / crack location / wavelet packet

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Kaiyang ZHOU, Yun WANG, Jintao HE, Dong LEI. Concrete multi-crack identification and location using back-propagation neural network and digital image correlation. ENG. Struct. Civ. Eng, 2026, 20(5): 1011-1029 DOI:10.1007/s11709-026-1328-2

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