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Vision-based automated crack detection using convolutional neural networks for condition assessment of infrastructure

机译:基于视觉的自动裂纹检测,采用卷积神经网络进行基础设施条件评估

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摘要

With the growing number of aging infrastructure across the world, there is a high demand for a more effective inspection method to assess its conditions. Routine assessment of structural conditions is a necessity to ensure the safety and operation of critical infrastructure. However, the current practice to detect structural damages, such as cracks, depends on human visual observation methods, which are prone to efficiency, cost, and safety concerns. In this article, we present an automated detection method, which is based on convolutional neural network models and a non-overlapping window-based approach, to detect crack/non-crack conditions of concrete structures from images. To this end, we construct a data set of crack/non-crack concrete structures, comprising 32,704 training patches, 2074 validation patches, and 6032 test patches. We evaluate the performance of our approach using 15 state-of-the-art convolutional neural network models in terms of number of parameters required to train the models, area under the curve, and inference time. Our approach provides over 95% accuracy and over 87% precision in detecting the cracks for most of the convolutional neural network models. We also show that our approach outperforms existing models in literature in terms of accuracy and inference time. The best performance in terms of area under the curve was achieved by visual geometry group-16 model (area under the curve = 0.9805) and best inference time was provided by AlexNet (0.32 s per image in size of 256 × 256 × 3). Our evaluation shows that deeper convolutional neural network models have higher detection accuracies; however, they also require more parameters and have higher inference time. We believe that this study would act as a benchmark for real-time, automated crack detection for condition assessment of infrastructure.
机译:随着世界上越来越多的老化基础设施,对更有效的检验方法有很大的要求来评估其条件。结构条件的常规评估是确保关键基础设施的安全性和运行的必要性。然而,目前检测结构损坏的实践,例如裂缝,取决于人类视觉观察方法,这易于效率,成本和安全问题。在本文中,我们提出了一种自动检测方法,其基于卷积神经网络模型和基于非重叠窗口的方法,以检测来自图像的混凝土结构的裂缝/非裂纹条件。为此,我们构建了一种裂缝/非裂纹混凝土结构的数据集,包括32,704个训练贴片,2074个验证补丁和6032个测试贴片。我们评估我们的方法的性能,在培训模型,曲线下的型号,曲线下的面积和推理时间所需的参数方面,使用15个最先进的卷积神经网络模型。我们的方法在检测大多数卷积神经网络模型的裂缝中提供超过95%的精度和超过87%的精确度。我们还表明,我们的方法在准确性和推理时间方面优于文学中的现有模型。通过视觉几何组-16模型(曲线下的区域)实现了曲线下的面积的最佳性能,并且最佳推理时间由亚历洁(0.32秒为256×256×3的0.32秒)。我们的评价表明,更深层次的卷积神经网络模型具有更高的检测精度;但是,它们还需要更多参数并具有更高的推理时间。我们认为,本研究将作为实时,自动裂纹检测的基准,以便基础设施的条件评估。

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