1. School of Mechanical Science and Engineering, Northeast Petroleum University, Daqing 163318, China;
2. Shaanxi Enron Energy Technology Co., Ltd., Xi’an 710000, China
Abstract:Particle slurry jet impact rock-breaking process involves large deformation, high strain and strong loads, which is characterized by complex-nonlinear-dynamic-coupled problem among steel particles, slurry and rock. Aiming at the problems of instantaneity and difficult observation of rock-breaking process, damage mechanism and failure effect of rock with particle slurry jet impact were studied. Based on smoothed particle hydrodynamics–finite element method (SPH–FEM )coupled algorithm, modeling method of particle slurry impact rock was described. Afterwards, the rock damage constitutive model was established by combining Johnson-Holmquist-Ⅱ(JH-Ⅱ) model and Rankine tensile fracture soft model, and dynamical simulation of particle slurry jet impact rock-breaking process was carried out. The results showed that the damage of rock was mainly longitudinal propagation, with instantaneity and step property, which was a cycle process of “from damage accumulation to continuous fracture”; and the rock failure mechanism was mainly characterized by tensile crack, and shear powder. Meanwhile, the morphology of rock-breaking samples was compared and verified by experiment and numerical simulation, and influence laws of impact velocity, angle and particle size on rock-breaking effect were analyzed. This research would be of great significance for the development of particle slurry jet impact rock-breaking theory.
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