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Micromechanical and microstructural DEM modeling of the viscoelastic behavior of oil sands

机译:油砂粘弹性行为的微机械和微结构DEM建模

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Oil sand is a composite material of quartz aggregates, bitumen, water, and air void in which the bitumen exhibits a time and temperature dependent behavior under loading. The soil skeleton (quartz aggregates) comprises dense, highly incompressible, and uncemented fine interlocked grains exhibiting low in-situ void ratio, and high shear strengths and dilatancy under low normal stresses. In this work, a 2D discrete element method (DEM) is developed to model the viscoelastic response of an oil sand formation. A digital sample of the oil sand with varying particle shapes and sizes were built using the discrete element software PFC2D. The oil sand microstructure was captured from a scanning electron microscope image of a 14.5% bitumen content Athabasca oil sand. The micromechanical approach is based on discretizing the oil sands microstructure and modeling particle interactions (contacts) of its constituents at microscale. The quartz aggregates, water, and bitumen included in the digital samples were modeled using different contact models. Rheological data for the bitumen was obtained from a stress/strain controlled rheometer equipped with a parallel plate. This data was used to calibrate the parameters of the viscoelastic contact models among the different material phases. The resulting parameters of Burger’s model were used to simulate the micromechanical behavior of the material. A 2D DEM model with two temperatures and three loading frequencies subjected to a constant amplitude sinusoidal compression tests was simulated. The results of the study show a good agreement between the model prediction and the measured dynamic modulus and phase angle. This indicates that the linear viscoelastic DEM model developed is capable of simulating time-dependent behavior of oil sands material. Additionally, the effect of rate of loading and temperature on the deformational mechanics of the material was evident in the dynamic modulus determination.
机译:油砂是石英骨料,沥青,水和空隙的复合材料,其中沥青在负载下表现出与时间和温度有关的行为。土壤骨架(石英骨料)由致密,高度不可压缩和未胶结的细互锁颗粒组成,这些颗粒表现出低的原位空隙率,在低法向应力下具有较高的剪切强度和剪胀性。在这项工作中,开发了二维离散元方法(DEM)以模拟油砂地层的粘弹性响应。使用离散元素软件PFC2D建立了具有不同颗粒形状和尺寸的油砂数字样本。从扫描电子显微镜图像中捕获的沥青含量为14.5%的阿萨巴斯卡油砂捕获了油砂微观结构。微观力学方法是基于离散化油砂微观结构,并在微观尺度上模拟其成分的颗粒相互作用(接触)。使用不同的接触模型对数字样本中包含的石英骨料,水和沥青进行了建模。沥青的流变数据是从配有平行板的应力/应变控制流变仪获得的。该数据用于校准不同材料相之间的粘弹性接触模型的参数。 Burger模型的结果参数用于模拟材料的微机械行为。模拟了具有两个温度和三个加载频率的2D DEM模型,并对其进行了恒定幅度的正弦压缩测试。研究结果表明,模型预测与测得的动态模量和相角之间具有良好的一致性。这表明开发的线性粘弹性DEM模型能够模拟油砂材料随时间变化的行为。另外,在动态模量测定中,加载速率和温度对材料的变形力学的影响是明显的。

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