{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,3,4]],"date-time":"2026-03-04T13:07:20Z","timestamp":1772629640866,"version":"3.50.1"},"reference-count":37,"publisher":"MDPI AG","issue":"17","license":[{"start":{"date-parts":[[2022,8,23]],"date-time":"2022-08-23T00:00:00Z","timestamp":1661212800000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"funder":[{"DOI":"10.13039\/501100001809","name":"National Natural Science Foundation of China","doi-asserted-by":"publisher","award":["51804008"],"award-info":[{"award-number":["51804008"]}],"id":[{"id":"10.13039\/501100001809","id-type":"DOI","asserted-by":"publisher"}]},{"DOI":"10.13039\/501100001809","name":"National Natural Science Foundation of China","doi-asserted-by":"publisher","award":["2019YFC1904304"],"award-info":[{"award-number":["2019YFC1904304"]}],"id":[{"id":"10.13039\/501100001809","id-type":"DOI","asserted-by":"publisher"}]},{"DOI":"10.13039\/501100012166","name":"National Key Research and Development Program of China","doi-asserted-by":"publisher","award":["51804008"],"award-info":[{"award-number":["51804008"]}],"id":[{"id":"10.13039\/501100012166","id-type":"DOI","asserted-by":"publisher"}]},{"DOI":"10.13039\/501100012166","name":"National Key Research and Development Program of China","doi-asserted-by":"publisher","award":["2019YFC1904304"],"award-info":[{"award-number":["2019YFC1904304"]}],"id":[{"id":"10.13039\/501100012166","id-type":"DOI","asserted-by":"publisher"}]}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Sensors"],"abstract":"<jats:p>Intelligent monitoring and early warning of rock mass failure is vital. To realize the early intelligent identification of dynamic fractures in the failure process of complex fractured rocks, 3D printing of the fracture network model was used to produce rock-like specimens containing 20 random joints. An algorithm for the early intelligent identification of dynamic fractures was proposed based on the YOLOv5 deep learning network model and DIC cloud. The results demonstrate an important relationship between the overall strength of the specimen with complex fractures and dynamic fracture propagation, and the overall specimen strength can be judged semi-quantitatively by counting dynamic fracture propagation. Before the initiation of each primary fracture, a strain concentration area appears, which indicates new fracture initiation. The dynamic evolution of primary fractures can be divided into four types: primary fractures, stress concentration areas, new fractures, and cross fractures. The cross fractures have the greatest impact on the overall strength of the specimen. The overall identification accuracy of the four types of fractures identified by the algorithm reached 88%, which shows that the method is fast, accurate, and effective for fracture identification and location, and classification of complex fractured rock masses.<\/jats:p>","DOI":"10.3390\/s22176320","type":"journal-article","created":{"date-parts":[[2022,8,24]],"date-time":"2022-08-24T02:55:34Z","timestamp":1661309734000},"page":"6320","update-policy":"https:\/\/doi.org\/10.3390\/mdpi_crossmark_policy","source":"Crossref","is-referenced-by-count":8,"title":["A Test Method for Finding Early Dynamic Fracture of Rock: Using DIC and YOLOv5"],"prefix":"10.3390","volume":"22","author":[{"ORCID":"https:\/\/orcid.org\/0000-0002-4413-0611","authenticated-orcid":false,"given":"Qinghe","family":"Zhang","sequence":"first","affiliation":[{"name":"State Key Laboratory Mine Response and Disaster Prevention and Control in Deep Coal Mine, Anhui University of Science and Technology, Huainan 232001, China"},{"name":"School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China"}]},{"ORCID":"https:\/\/orcid.org\/0000-0001-9117-9971","authenticated-orcid":false,"given":"Bing","family":"Zhang","sequence":"additional","affiliation":[{"name":"School of Qilu Transportation, Shandong University, Jinan 250061, China"}]},{"given":"Chen","family":"Chen","sequence":"additional","affiliation":[{"name":"School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China"}]},{"given":"Ling","family":"Li","sequence":"additional","affiliation":[{"name":"School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China"}]},{"given":"Xiaorui","family":"Wang","sequence":"additional","affiliation":[{"name":"School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China"}]},{"given":"Bowen","family":"Jiang","sequence":"additional","affiliation":[{"name":"School of Computer Science and Engineering, Anhui University of Science and Technology, Huainan 232001, China"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-4646-8253","authenticated-orcid":false,"given":"Tianle","family":"Zheng","sequence":"additional","affiliation":[{"name":"School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China"}]}],"member":"1968","published-online":{"date-parts":[[2022,8,23]]},"reference":[{"key":"ref_1","first-page":"18","article-title":"Experimental and numerical research on crack propagation rock under compression","volume":"22","author":"Chen","year":"2003","journal-title":"Chin. 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