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Discrete element simulation for investigating fragmentation mechanism of hard rock under ultrasonic vibration loading

机译:超声振动载荷下硬岩碎片机理的离散元模拟

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摘要

Assisted ultrasonic vibration technique can significantly improve the efficiency of hard rock drilling in petroleum and mineral engineering. In this study, to determine the fragmentation mechanism of rocks under ultrasonic vibration, numerical simulations using the discrete element method (DEM) were performed. A novel flat‐joint model (FJM), combined with an ultra‐high‐frequency loading boundary condition, was used to model the damage process of the hard rock under ultrasonic vibration loading. The numerical results demonstrated that the evolution of local strain and fragmentation were in good agreement with the experimental results. Based on the established model, the influence of loading parameters was investigated. Furthermore, by analyzing the development of the full strain field, crack orientations, and crack distribution, the fragmentation mechanism was revealed for the rock under ultrasonic vibration. Under ultra‐high‐frequency loading, the rock deformed in a heterogeneous manner and produced both compressive and tensile strain zones. The compressive zones were mainly distributed in the fringe and tensile zones in the top center. The generated tensile cracks caused by compression and tension in these two strain zones led to the rock failure.
机译:辅助超声波振动技术可以显着提高石油和矿物工程中硬岩钻井的效率。在该研究中,为了确定超声波振动下岩石的碎片机制,进行了使用离散元素法(DEM)的数值模拟。一种新型平面联合模型(FJM),与超高频负载边界条件相结合,用于在超声波振动负载下模拟硬岩的损伤过程。数值结果表明,局部应变和碎裂的演变与实验结果吻合良好。基于已建立的模型,研究了负载参数的影响。此外,通过分析全应变场的发展,裂缝取向和裂缝分布,超声波振动下岩石显示了碎片机制。在超高频负载下,岩石以异质的方式变形并产生压缩和拉伸应变区。压缩区主要分布在顶部中心的边缘和拉伸区。在这两个应变区中的压缩和张力引起的产生的拉伸裂纹导致岩石破坏。

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