Predicting GPR Signals from Concrete Structures Using Artificial Intelligence-Based Method
Author(s) -
Wael Zatar,
Tu T. Nguyen,
Hai Nguyen
Publication year - 2021
Publication title -
advances in civil engineering
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.379
H-Index - 25
eISSN - 1687-8094
pISSN - 1687-8086
DOI - 10.1155/2021/6610805
Subject(s) - rebar , ground penetrating radar , artificial neural network , reflection (computer programming) , relative humidity , chloride , nondestructive testing , sensitivity (control systems) , corrosion , materials science , contamination , amplitude , computer science , radar , acoustics , biological system , environmental science , artificial intelligence , composite material , meteorology , engineering , metallurgy , optics , electronic engineering , telecommunications , physics , ecology , quantum mechanics , biology , programming language
This paper presents the application of an Artificial Intelligence-based method in analyzing the effects of environmental conditions, chloride contamination in concrete, and surface corrosion of rebars on the amplitude of Ground Penetrating Radar (GPR) signals. Six reinforced concrete slabs with different chloride contamination mixtures were fabricated and tested. GPR data were collected under various temperature and ambient humidity combinations. A total of 288 rebar picks were used for training, validation, and testing the proposed Artificial Neural Network (ANN) model. Multiple ANN model configurations with a variation in learning algorithms and the number of nodes in the hidden layer were explored to obtain the optimal model for the nondestructive data. It is shown that the “trainlm” learning algorithm produced the high accuracy prediction of the reflection amplitude of GPR signals. The sensitivity analysis was also conducted with the ANN model to investigate the effects of the input on the output parameters. Results from the sensitivity analysis revealed that the GPR reflection amplitudes were more sensitive to the changes of temperature parameter (TEM) and chloride contamination level (CCL), while they were less sensitive to the variation of ambient relative humidity (ARH) and rust condition on the rebar surface (CSR).
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