Micro-mechanism of mechanical hysteresis of crystalline rock: Insights from time-integrated X-ray computed tomography and digital volume correlation

IF 7.5 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Qinxin Hu , Alice Macente , Shangtong Yang , Zoe K. Shipton , Katherine J. Dobson , Xun Xi , Huachuan Wang , James Minto , Matthew Divers , Junlong Shang
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Abstract

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.
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
在反复加、卸荷作用下,结晶岩的力学响应表现出滞后性。为了阐明晶体岩石的宏观滞后、微观变形和微观结构演化之间的联系,我们进行了现场时间积分x射线计算机断层扫描(X-CT)测试,沿着一个完整的加载-卸载滞后环,然后再加载,直到蓝Hone花岗岩破坏,对微观结构演化进行了成像。微观结构的演变是通过分节孔洞的几何形状和方向的发展来量化的。利用数字体积相关(Digital Volume Correlation, DVC)计算演化累积应变场,表征微尺度变形分布,揭示应变局部化与微观组织演化的相互作用,并建立跨长度尺度的关系。分析了第一主应变的取向分布,以表征微观组织演化对整体变形的影响。结果表明:宏观滞回来源于膨胀区的微观滞回,与高剪切应变区高度相关;与收缩体相比,膨胀体中的类裂纹孔洞(垂直、倾斜、平行于轴向载荷)表现出明显的滞后性,导致膨胀体的应变释放延迟。斜裂纹样孔洞的演化证实了迟滞主要是由新形成的斜裂纹样孔洞(剪切裂纹)引起的。在卸载开始时重新加载到相同的应力后,观察到损伤和应变局部化的进一步演变,同时样品以更高效率的方式变形以适应施加的应力。我们从岩石疲劳的角度来讨论这一观察结果。
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来源期刊
CiteScore
14.00
自引率
5.60%
发文量
196
审稿时长
18 weeks
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.
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