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3D mechanical modeling of soil orthogonal cutting under a single reamer cutter based on Drucker-Prager criterion

机译:基于Drucker-Prager准则的单铰刀下土正交切割的3D力学建模

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Reamers have been the major implement used to enlarge the hole size in reaming stage of horizontal directional drilling (HDD). The choice of its available structural design becomes critical to maximize the rate of penetration and minimize the tripping time, thereby decreasing the cost of operations and the risk of experiencing stability problems. Moreover, because the duration period of a HDD project is largely dependent on the reaming stage, it is crucial to study the reaming efficiency by use of the appropriate operating conditions (cutting angle and depth). In the paper, the reaming efficiency of reamer is analyzed based on the development of a 3D analytical cutting force model of soil orthogonal cutting under a single reamer cutter. Focusing on the soil orthogonal cutting mechanism under a single reamer cutter, the interaction and friction between soil and cutter and the shear action of 3D shear zone are comprehensively considered, consequently the mechanical properties are given. Based on these analyses and using the Drucker-Prager criterion given a weight to the intermediate principal stress, the analytical models are proposed. In addition, this paper presents 3D FEM simulations for the analysis of soil orthogonal cutting under a single reamer cutter. The subject has been covered in two parts. Part one deals with the verification of the analytical cutting force model, the other focuses on the assessment and selection of the criterions of shear angle. The analytical cutting force model presented provides the capability to evaluate cutter loading for utilization of a single cutter with different rake angles to cut soils, and to plot the effect of change in the rake angle. Finally, the optimum rake angle of single reamer cutter was obtained. The results of this analysis can be integrated to study reamer performance. It can also provide a guideline to the aDDlication and desien of the reamer assembly for various soils.
机译:扩孔器已成为在水平定向钻孔(HDD)扩孔阶段扩大孔尺寸的主要工具。选择其可用的结构设计对于最大化渗透率和最小化跳闸时间至关重要,从而降低了运营成本和遇到稳定性问题的风险。此外,由于HDD项目的工期很大程度上取决于扩孔阶段,因此使用适当的工作条件(切割角度和深度)来研究扩孔效率至关重要。本文基于单刀铰刀下土壤正交切削的3D解析切削力模型的发展,对铰刀的扩孔效率进行了分析。着眼于单铰刀下的土壤正交切削机理,综合考虑了土壤与刀具间的相互作用和摩擦力以及3D剪切带的剪切作用,从而给出了力学性能。在这些分析的基础上,使用赋予中间主应力加权的Drucker-Prager准则,提出了解析模型。此外,本文还提供了3D有限元模拟,用于分析单铰刀下的土壤正交切割。该主题分为两部分。第一部分讨论分析切削力模型的验证,另一部分着重于剪切角准则的评估和选择。提出的分析切削力模型提供了评估刀具载荷的能力,以便利用具有不同前角的单个刀具来切割土壤,并绘制前角变化的影响。最终,获得了单铰刀的最佳前角。该分析的结果可以综合起来研究铰刀性能。它还可以为各种土壤的铰刀组件的添加和设计提供指导。

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