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contributor authorYoujin Jang;Yonghan Ahn;Ha Young Kim
date accessioned2019-06-08T07:23:43Z
date available2019-06-08T07:23:43Z
date issued2019
identifier other%28ASCE%29CP.1943-5487.0000837.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4256949
description abstractCompressive 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.
publisherAmerican Society of Civil Engineers
titleEstimating Compressive Strength of Concrete Using Deep Convolutional Neural Networks with Digital Microscope Images
typeJournal Article
journal volume33
journal issue3
journal titleJournal of Computing in Civil Engineering
identifier doidoi:10.1061/(ASCE)CP.1943-5487.0000837
page04019018
treeJournal of Computing in Civil Engineering:;2019:;Volume (033):;issue:003
contenttypeFulltext


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