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Estimating Compressive Strength of Concrete Using Deep Convolutional Neural Networks with Digital Microscope Images

Authors
Jang, YoujinAhn, YonghanKim, Ha Young
Issue Date
May-2019
Publisher
ASCE-AMER SOC CIVIL ENGINEERS
Keywords
Concrete; Compressive strength; Deep convolutional neural network; Estimation model; Digital microscope image
Citation
JOURNAL OF COMPUTING IN CIVIL ENGINEERING, v.33, no.3, pp 1 - 11
Pages
11
Indexed
SCI
SCIE
SCOPUS
Journal Title
JOURNAL OF COMPUTING IN CIVIL ENGINEERING
Volume
33
Number
3
Start Page
1
End Page
11
URI
https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/3003
DOI
10.1061/(ASCE)CP.1943-5487.0000837
ISSN
0887-3801
1943-5487
Abstract
Compressive strength is a critical indicator of concrete quality for ensuring the safety of existing concrete structures. As an alternative to existing nondestructive testing methods, image-based concrete compressive strength estimation models using three deep convolutional neural networks (DCNNs), namely AlexNet, GoogLeNet, and ResNet, were developed for this study. Images of the surfaces of specially produced specimens were obtained using a portable digital microscope, after which the samples were subjected to destructive tests to evaluate their compressive strength. The results were used to create a dataset linking the experimentally determined compressive strength with the image data recorded for each. The results of training, validation, and testing showed that DCNN models largely outperformed the recently proposed image processing-based ANN model. Overall, the ResNet-based model exhibited greater compressive strength estimation accuracy than either the AlexNet-or GoogLeNet-based models. These finding indicate that image data obtained using a portable digital microscope contain patterns that can be correlated with the concrete's compressive strength, enabling the proposed DCNN models to use these patterns to estimate compressive strength. The results of this study demonstrate the applicability of DCNN models using microstructure images as an auxiliary method for the nondestructive evaluation of concrete compressive strength. (C) 2019 American Society of Civil Engineers.
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ERICA 공학대학 (MAJOR IN ARCHITECTURAL ENGINEERING)
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