Kaiyu Zhang , Feng Liu , Jun Zhu , Xuehua Zhao , Aiming Zhang , Yanbing Zhao , Zijun Hu
{"title":"动态巴西圆盘的过载现象:来自基于voronoi的不连续变形分析的见解","authors":"Kaiyu Zhang , Feng Liu , Jun Zhu , Xuehua Zhao , Aiming Zhang , Yanbing Zhao , Zijun Hu","doi":"10.1016/j.enganabound.2025.106115","DOIUrl":null,"url":null,"abstract":"<div><div>The tensile strength of rocks is a critical information in the design of operational blasting and support systems in rock engineering. However, it is important to note that in rock dynamic, the measured tensile strength in the BD test may be higher than the real value due to the overload effect. In this study, the overload effect and dynamic tensile strength correction are investigated by comparing the DDA simulation of BD tensile test with laboratory results from split Hopkinson pressure bar (SHPB) tests. A calibration flow for Voronoi-based DDA is implemented to quantitatively evaluate the dynamic tensile strength properties of rocks. To replicate the rate effect observed in dynamic tensile tests, a modification strategy is proposed, which considers the influence of the loading rate on the strength meso‑parameters. To obtain the accurate dynamic tensile stress of rocks, it is crucial to adjust the dynamic BD tensile stress using the overload correction. Additionally, the failure modes of BD sample shifts as the loading rate increases. Overall, the numerical results demonstrate that the Voronoi-based DDA is a powerful tool for quantitatively analyzing the overload effect in dynamic Brazilian disc and may provide valuable insights into the dynamic fracture mechanism of rock.</div></div>","PeriodicalId":51039,"journal":{"name":"Engineering Analysis with Boundary Elements","volume":"171 ","pages":"Article 106115"},"PeriodicalIF":4.2000,"publicationDate":"2025-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"The overload phenomenon in dynamic Brazilian disc: Insights from Voronoi-based discontinuous deformation analysis\",\"authors\":\"Kaiyu Zhang , Feng Liu , Jun Zhu , Xuehua Zhao , Aiming Zhang , Yanbing Zhao , Zijun Hu\",\"doi\":\"10.1016/j.enganabound.2025.106115\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>The tensile strength of rocks is a critical information in the design of operational blasting and support systems in rock engineering. However, it is important to note that in rock dynamic, the measured tensile strength in the BD test may be higher than the real value due to the overload effect. In this study, the overload effect and dynamic tensile strength correction are investigated by comparing the DDA simulation of BD tensile test with laboratory results from split Hopkinson pressure bar (SHPB) tests. A calibration flow for Voronoi-based DDA is implemented to quantitatively evaluate the dynamic tensile strength properties of rocks. To replicate the rate effect observed in dynamic tensile tests, a modification strategy is proposed, which considers the influence of the loading rate on the strength meso‑parameters. To obtain the accurate dynamic tensile stress of rocks, it is crucial to adjust the dynamic BD tensile stress using the overload correction. Additionally, the failure modes of BD sample shifts as the loading rate increases. Overall, the numerical results demonstrate that the Voronoi-based DDA is a powerful tool for quantitatively analyzing the overload effect in dynamic Brazilian disc and may provide valuable insights into the dynamic fracture mechanism of rock.</div></div>\",\"PeriodicalId\":51039,\"journal\":{\"name\":\"Engineering Analysis with Boundary Elements\",\"volume\":\"171 \",\"pages\":\"Article 106115\"},\"PeriodicalIF\":4.2000,\"publicationDate\":\"2025-02-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Engineering Analysis with Boundary Elements\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0955799725000037\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, MULTIDISCIPLINARY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Analysis with Boundary Elements","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0955799725000037","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MULTIDISCIPLINARY","Score":null,"Total":0}
The overload phenomenon in dynamic Brazilian disc: Insights from Voronoi-based discontinuous deformation analysis
The tensile strength of rocks is a critical information in the design of operational blasting and support systems in rock engineering. However, it is important to note that in rock dynamic, the measured tensile strength in the BD test may be higher than the real value due to the overload effect. In this study, the overload effect and dynamic tensile strength correction are investigated by comparing the DDA simulation of BD tensile test with laboratory results from split Hopkinson pressure bar (SHPB) tests. A calibration flow for Voronoi-based DDA is implemented to quantitatively evaluate the dynamic tensile strength properties of rocks. To replicate the rate effect observed in dynamic tensile tests, a modification strategy is proposed, which considers the influence of the loading rate on the strength meso‑parameters. To obtain the accurate dynamic tensile stress of rocks, it is crucial to adjust the dynamic BD tensile stress using the overload correction. Additionally, the failure modes of BD sample shifts as the loading rate increases. Overall, the numerical results demonstrate that the Voronoi-based DDA is a powerful tool for quantitatively analyzing the overload effect in dynamic Brazilian disc and may provide valuable insights into the dynamic fracture mechanism of rock.
期刊介绍:
This journal is specifically dedicated to the dissemination of the latest developments of new engineering analysis techniques using boundary elements and other mesh reduction methods.
Boundary element (BEM) and mesh reduction methods (MRM) are very active areas of research with the techniques being applied to solve increasingly complex problems. The journal stresses the importance of these applications as well as their computational aspects, reliability and robustness.
The main criteria for publication will be the originality of the work being reported, its potential usefulness and applications of the methods to new fields.
In addition to regular issues, the journal publishes a series of special issues dealing with specific areas of current research.
The journal has, for many years, provided a channel of communication between academics and industrial researchers working in mesh reduction methods
Fields Covered:
• Boundary Element Methods (BEM)
• Mesh Reduction Methods (MRM)
• Meshless Methods
• Integral Equations
• Applications of BEM/MRM in Engineering
• Numerical Methods related to BEM/MRM
• Computational Techniques
• Combination of Different Methods
• Advanced Formulations.