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Numerical pressure threshold method to simulate cement paste slump flow

机译:数值阈值法模拟水泥浆坍落流

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In this study, we propose a novel pressure threshold method for the Bingham numerical model and apply the method to simulate cement paste slump flow. Calculation is divided into three steps. First, the cement paste is computed as a Newtonian fluid. An advection step and a non-advection step are computed in sequence. In the non-advection step, the fractional steps are implemented to calculate viscous, gravity, and pressure terms. Second, a pressure threshold judgment is used to modify the motion state of cement paste cells. Third, an iterative correction, which is an iterative process to determine the precise unyielded (rigid) and yielded (fluid) regions, is conducted for the Bingham computational model. The volume/surface integrated average-based multi-moment method scheme is used to compose a new finite volume formula for solving general fluid dynamic problems. The tangent of hyperbola for interface capturing approach is used to capture free boundaries in multi-fluid simulations. The computational modeling enables accurate simulation of the flow process of cement paste to analyze different mix designs and to evaluate the workability of cement paste. The proposed methodology is relevant to computational mechanics with applications in cement flow simulations.
机译:在这项研究中,我们为Bingham数值模型提出了一种新颖的压力阈值方法,并将其应用于模拟水泥浆坍落流。计算分为三个步骤。首先,将水泥浆计算为牛顿流体。对流步骤和非对流步骤是按顺序计算的。在非对流步骤中,执行小数步骤以计算粘性,重力和压力项。其次,压力阈值判断用于修改水泥浆单元的运动状态。第三,对宾厄姆计算模型进行迭代校正,这是确定精确的未屈服(刚性)和屈服(流体)区域的迭代过程。基于体积/表面综合平均的多矩方法方案被用来组成一个新的有限体积公式来解决一般的流体动力学问题。用于界面捕获方法的双曲线切线用于捕获多流体模拟中的自由边界。该计算模型能够精确模拟水泥浆的流动过程,以分析不同的混合料设计并评估水泥浆的可加工性。所提出的方法论与计算力学及其在水泥流模拟中的应用有关。

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