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Performance Evaluation of Deep CNN-Based Crack Detection and Localization Techniques for Concrete Structures

机译:基于CNN的深度CNN裂纹检测和定位技术的性能评价

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摘要

This paper proposes a customized convolutional neural network for crack detection in concrete structures. The proposed method is compared to four existing deep learning methods based on training data size, data heterogeneity, network complexity, and the number of epochs. The performance of the proposed convolutional neural network (CNN) model is evaluated and compared to pretrained networks, i.e., the VGG-16, VGG-19, ResNet-50, and Inception V3 models, on eight datasets of different sizes, created from two public datasets. For each model, the evaluation considered computational time, crack localization results, and classification measures, e.g., accuracy, precision, recall, and F1-score. Experimental results demonstrated that training data size and heterogeneity among data samples significantly affect model performance. All models demonstrated promising performance on a limited number of diverse training data; however, increasing the training data size and reducing diversity reduced generalization performance, and led to overfitting. The proposed customized CNN and VGG-16 models outperformed the other methods in terms of classification, localization, and computational time on a small amount of data, and the results indicate that these two models demonstrate superior crack detection and localization for concrete structures.
机译:本文提出了一种定制的卷积神经网络,用于混凝土结构中的裂纹检测。将所提出的方法与基于训练数据规模,数据异质性,网络复杂性和时期数量的四种现有的深度学习方法进行比较。拟议的卷积神经网络(CNN)模型的性能进行了评估,并与普雷克网络,即VGG-16,VGG-19,Reset-50和Inception V3模型相比,在不同大小的八个数据集中,从两个创建公共数据集。对于每个模型,评估考虑了计算时间,裂缝定位结果和分类措施,例如准确,精度,召回和F1分数。实验结果表明,数据样本之间的训练数据大小和异质性显着影响模型性能。所有型号都在有限数量的多样化培训数据上表现出了有希望的表现;但是,提高培训数据规模和减少多样性降低的泛化性能,并导致过度装备。所提出的定制CNN和VGG-16模型在少量数据的分类,定位和计算时间方面表现出其他方法,结果表明这两种模型展示了混凝土结构的卓越裂缝检测和定位。

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