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用于开发深度学习模型以评估混凝土裂缝宽度和自愈进展的数据集。

Dataset for developing deep learning models to assess crack width and self-healing progress in concrete.

作者信息

Jakubowski Jacek, Tomczak Kamil

机构信息

Department of Civil & Geotechnical Engineering and Geomechanics, AGH University of Krakow, al.Mickiewicza 30, 30-059, Krakow, Poland.

出版信息

Sci Data. 2025 Jan 28;12(1):165. doi: 10.1038/s41597-025-04485-z.

DOI:10.1038/s41597-025-04485-z
PMID:39875392
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC11775250/
Abstract

The presented dataset comes from an experimental study on the autogenous self-healing of high-strength concrete and the development of deep learning metasensor for crack width assessment and self-healing evaluation. Concrete specimens were prepared, matured, cracked, and exposed to self-healing. High-resolution scanning of the specimen surface and scale-invariant image processing were performed, multiple grid lines crossing cracks were established, and brightness degree profiles along grid lines were extracted. Then, reference measurements of the crack widths were obtained by an operator. The dataset comprises 19,098 records of brightness profiles, reference measurements, and benchmark measurements by deep learning and analytic models. The source images, stacked and marked with grid lines, are provided. The considerable number of brightness profiles coupled with manual reference measurements make the dataset well suited for developing an image-based deep CNN models or analytic algorithms for assessing crack widths in concrete. The technical validation study explored three factors that affect crack measurement: the specimen position in relation to the scanner, the surface moisture level, and the operator performing manual measurements.

摘要

所呈现的数据集来自一项关于高强度混凝土自愈合以及用于裂缝宽度评估和自愈合评估的深度学习元传感器开发的实验研究。制备、养护、使混凝土试件开裂并使其进行自愈合。对试件表面进行高分辨率扫描并进行尺度不变图像处理,建立多条穿过裂缝的网格线,并提取沿网格线的亮度剖面图。然后,由一名操作人员获得裂缝宽度的参考测量值。该数据集包含19,098条亮度剖面图、参考测量值以及深度学习和分析模型的基准测量值记录。提供了叠加并标有网格线的源图像。大量的亮度剖面图加上人工参考测量值,使得该数据集非常适合用于开发基于图像的深度卷积神经网络模型或用于评估混凝土裂缝宽度的分析算法。技术验证研究探讨了影响裂缝测量的三个因素:试件相对于扫描仪的位置、表面湿度水平以及进行人工测量的操作人员。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b709/11775250/e8bd65aa931c/41597_2025_4485_Fig8_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b709/11775250/5db6a94fc215/41597_2025_4485_Fig1_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b709/11775250/8e6b14ef9774/41597_2025_4485_Fig2_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b709/11775250/4493f62debbb/41597_2025_4485_Fig4_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b709/11775250/8f4755b1f0be/41597_2025_4485_Fig5_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b709/11775250/11a331c0eca1/41597_2025_4485_Fig6_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b709/11775250/df17d73be0b0/41597_2025_4485_Fig7_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b709/11775250/e8bd65aa931c/41597_2025_4485_Fig8_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b709/11775250/5db6a94fc215/41597_2025_4485_Fig1_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b709/11775250/8e6b14ef9774/41597_2025_4485_Fig2_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b709/11775250/4493f62debbb/41597_2025_4485_Fig4_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b709/11775250/8f4755b1f0be/41597_2025_4485_Fig5_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b709/11775250/11a331c0eca1/41597_2025_4485_Fig6_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b709/11775250/df17d73be0b0/41597_2025_4485_Fig7_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b709/11775250/e8bd65aa931c/41597_2025_4485_Fig8_HTML.jpg

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