Qinxin Hu , Alice Macente , Shangtong Yang , Zoe K. Shipton , Katherine J. Dobson , Xun Xi , Huachuan Wang , James Minto , Matthew Divers , Junlong Shang
{"title":"晶体岩石力学滞后的微观机制:来自时间积分x射线计算机断层扫描和数字体积相关的见解","authors":"Qinxin Hu , Alice Macente , Shangtong Yang , Zoe K. Shipton , Katherine J. Dobson , Xun Xi , Huachuan Wang , James Minto , Matthew Divers , Junlong Shang","doi":"10.1016/j.ijrmms.2025.106230","DOIUrl":null,"url":null,"abstract":"<div><div>Under repeated loading and unloading, the mechanical response of crystalline rock exhibits hysteresis. To elucidate the linkage between macroscale hysteresis, microscale deformation, and microstructural evolution in crystalline rock, we perform in-situ time-integrated X-ray Computed Tomography (X-CT) test to image the microstructural evolution along a complete loading-unloading hysteresis loop followed by reloading until failure of Blue Hone granite. The microstructural evolution is quantified by the development of geometries and orientations of segmented voids. The evolved accumulative strain fields are calculated by Digital Volume Correlation (DVC) to characterize distribution of micro-scale deformation and reveal the interaction between strain localization and microstructural evolution and build relationship across length scales. The orientation distribution of first principal strain is analysed to characterize the influence of microstructural evolution on overall deformation. The results show that the macroscale hysteresis comes from the microscale hysteresis in dilation zones, which are highly correlated with high shear strain zones. Crack-like voids (perpendicular, inclined and parallel to axial load) in dilation volumes exhibit prominent hysteresis compared to those in contraction volumes, resulting in the delayed strain releasing of dilation volumes. The evolution of inclined crack-like voids confirms that the hysteresis mainly results from the newly developed inclined crack-like voids (shear cracking). After reloading to the same stress at the onset of unload, a further evolution of damage and strain localization is observed, while the sample deforms in a higher efficiency way to accommodate applied stress. This observation is discussed with the insight of rock fatigue.</div></div>","PeriodicalId":54941,"journal":{"name":"International Journal of Rock Mechanics and Mining Sciences","volume":"194 ","pages":"Article 106230"},"PeriodicalIF":7.5000,"publicationDate":"2025-08-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Micro-mechanism of mechanical hysteresis of crystalline rock: Insights from time-integrated X-ray computed tomography and digital volume correlation\",\"authors\":\"Qinxin Hu , Alice Macente , Shangtong Yang , Zoe K. Shipton , Katherine J. Dobson , Xun Xi , Huachuan Wang , James Minto , Matthew Divers , Junlong Shang\",\"doi\":\"10.1016/j.ijrmms.2025.106230\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Under repeated loading and unloading, the mechanical response of crystalline rock exhibits hysteresis. To elucidate the linkage between macroscale hysteresis, microscale deformation, and microstructural evolution in crystalline rock, we perform in-situ time-integrated X-ray Computed Tomography (X-CT) test to image the microstructural evolution along a complete loading-unloading hysteresis loop followed by reloading until failure of Blue Hone granite. The microstructural evolution is quantified by the development of geometries and orientations of segmented voids. The evolved accumulative strain fields are calculated by Digital Volume Correlation (DVC) to characterize distribution of micro-scale deformation and reveal the interaction between strain localization and microstructural evolution and build relationship across length scales. The orientation distribution of first principal strain is analysed to characterize the influence of microstructural evolution on overall deformation. The results show that the macroscale hysteresis comes from the microscale hysteresis in dilation zones, which are highly correlated with high shear strain zones. Crack-like voids (perpendicular, inclined and parallel to axial load) in dilation volumes exhibit prominent hysteresis compared to those in contraction volumes, resulting in the delayed strain releasing of dilation volumes. The evolution of inclined crack-like voids confirms that the hysteresis mainly results from the newly developed inclined crack-like voids (shear cracking). After reloading to the same stress at the onset of unload, a further evolution of damage and strain localization is observed, while the sample deforms in a higher efficiency way to accommodate applied stress. This observation is discussed with the insight of rock fatigue.</div></div>\",\"PeriodicalId\":54941,\"journal\":{\"name\":\"International Journal of Rock Mechanics and Mining Sciences\",\"volume\":\"194 \",\"pages\":\"Article 106230\"},\"PeriodicalIF\":7.5000,\"publicationDate\":\"2025-08-12\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal of Rock Mechanics and Mining Sciences\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S1365160925002072\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Rock Mechanics and Mining Sciences","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S1365160925002072","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
Micro-mechanism of mechanical hysteresis of crystalline rock: Insights from time-integrated X-ray computed tomography and digital volume correlation
Under repeated loading and unloading, the mechanical response of crystalline rock exhibits hysteresis. To elucidate the linkage between macroscale hysteresis, microscale deformation, and microstructural evolution in crystalline rock, we perform in-situ time-integrated X-ray Computed Tomography (X-CT) test to image the microstructural evolution along a complete loading-unloading hysteresis loop followed by reloading until failure of Blue Hone granite. The microstructural evolution is quantified by the development of geometries and orientations of segmented voids. The evolved accumulative strain fields are calculated by Digital Volume Correlation (DVC) to characterize distribution of micro-scale deformation and reveal the interaction between strain localization and microstructural evolution and build relationship across length scales. The orientation distribution of first principal strain is analysed to characterize the influence of microstructural evolution on overall deformation. The results show that the macroscale hysteresis comes from the microscale hysteresis in dilation zones, which are highly correlated with high shear strain zones. Crack-like voids (perpendicular, inclined and parallel to axial load) in dilation volumes exhibit prominent hysteresis compared to those in contraction volumes, resulting in the delayed strain releasing of dilation volumes. The evolution of inclined crack-like voids confirms that the hysteresis mainly results from the newly developed inclined crack-like voids (shear cracking). After reloading to the same stress at the onset of unload, a further evolution of damage and strain localization is observed, while the sample deforms in a higher efficiency way to accommodate applied stress. This observation is discussed with the insight of rock fatigue.
期刊介绍:
The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.