Summary Efficiency and quality have always been the focus of coring operations. This paper proposes a new method of resonance coring to solve the problems of slow penetration rate, poor quality, and low efficiency when coring in deep formations. First, a stress field distribution model of rock under resonance coring conditions is developed in the paper, which specifies the magnitude of the force at any location inside the rock. Then, a 3D numerical simulation for resonance coring with the full-size drill bit is conducted based on indoor resonance coring experiments. Subsequently, a 2D numerical simulation on a single-tooth resonantly cutting rock is carried out by embedding a zero-thickness cohesive element globally. Finally, the resonance coring speedup mechanism is investigated from the perspectives of lithology, load form, and dynamic load characteristics, respectively. Based on the analysis undertaken, it can be concluded that the resonance coring method is feasible in principle. The harmonic dynamic load can aggravate the damage and the fracture degree of rock under the coring bit as well as the stress field on the surface of the core. The particle size of cuttings is larger and the proportion of tensile fracture of rock is increased by the combination of static and dynamic loads. The increase in frequency and amplitude of dynamic load is beneficial to promote the penetration rate of resonance coring. It is possible to improve coring efficiency without compromising core quality and wellbore integrity by optimizing the combination of static and dynamic loads. The study provides a new solution for efficient coring in deep and complex formations.
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