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3D evolution of sand fracture under 1D compression

机译:一维压缩下砂岩裂缝的3D演化

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Three-dimensional (3D) synchrotron microtomography (SMT) and the discrete-element method (DEM) were used to investigate the evolution of particle fracture and deformation behaviour of a granular assembly subjected to the k_0-loading condition. A series of one-dimensional (1D) compression laboratory experiments were first conducted to better understand the effect of specimen aspect ratio (height-to-diameter ratio, H/D) on deformation behaviour, which demonstrated that changing the specimen aspect ratio influences the stress-strain response of sand. 1D compression was simulated using a 3D DEM model by mapping particle positions from SMT images. Crushable sand particles were modelled in DEM using agglomerates of spherical sub-particles that were bonded by parallel bonds. The DEM model successfully predicted the compressive behaviour of specimens with different aspect ratios. The experimental and DEM results show that the onset of particle fracture and specimen yielding occur at the same strain level. The evolution and distribution of particle fracture were analysed non-destructively at the particle and specimen scales using SMT images and the DEM model. The SMT images revealed that the majority of the particle fracture occurred in particles close to the loading platen. The onset of the fracture pattern of individual sand particles within the granular assembly was also examined at consecutive strain levels using SMT images and DEM simulation results. The development and collapse of force chains were investigated using the DEM model and it was observed that the agglomerates that are part of a strong force chain mostly experience bond breakages. Combining SMT imaging technique and DEM simulations provided valuable insight into complex micromechanical processes occurring during the compression of crushable granular materials.
机译:三维(3D)同步加速器断层扫描(SMT)和离散元素方法(DEM)用于研究在k_0加载条件下颗粒破裂的演化和颗粒组件的变形行为。首先进行了一系列一维(1D)压缩实验室实验,以更好地理解试样长宽比(高径比,H / D)对变形行为的影响,这表明改变试样长宽比会影响试样的变形。砂土的应力应变响应。使用3D DEM模型通过映射SMT图像中的粒子位置来模拟1D压缩。使用通过平行键结合的球形子粒子的团聚体,在DEM中对可破碎的沙粒进行建模。 DEM模型成功地预测了不同纵横比的样品的压缩行为。实验和DEM结果表明,在相同的应变水平下发生颗粒破裂和试样屈服。使用SMT图像和DEM模型,在颗粒和样品尺度上无损分析了颗粒断裂的演变和分布。 SMT图像显示,大部分颗粒破裂发生在靠近装载台板的颗粒中。还使用SMT图像和DEM模拟结果在连续应变水平下检查了颗粒组件内单个砂粒的断裂模式的开始。使用DEM模型研究了力链的发展和崩溃,并且观察到,作为强力链一部分的附聚物大多经历键断裂。将SMT成像技术与DEM模拟相结合,可提供对可压碎颗粒材料压缩过程中发生的复杂微机械过程的宝贵见解。

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