2021
DOI: 10.1108/mmms-10-2020-0256
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Rock–bit interaction effects on high-frequency stick-slip vibration severity in rotary drilling systems

Abstract: PurposeThe drill string vibrations can create harmful effects on drilling performance because they generate the stick-slip phenomenon which reduces the quality of drilling and decreases the penetration rate and may affect the robustness of the designed controller. For this reason, it is necessary to carefully test the different rock-bit contact models and analyze their influences on system stability in order to mitigate the vibrations. The purpose of this paper is to investigate the effects of rock-bit interac… Show more

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Cited by 12 publications
(2 citation statements)
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“…This is mainly due to the difference between the static and dynamic frictions between the polycrystalline diamond compact (PDC) cutting edges and the rocks of the geological layer being drilled [29][30][31][32]. The mathematical equations of motion for the drill-string under stick-slip vibrations are generally established based on a torsional system with one or two degrees of freedom as given in [4,12,29,30,33]. It has been concluded through these research works that the torsional vibrations appear more when using the PDC drill bit because it consumes more torque than the tri-cone bit, for example [27].…”
Section: Torsional Vibrationsmentioning
confidence: 99%
“…This is mainly due to the difference between the static and dynamic frictions between the polycrystalline diamond compact (PDC) cutting edges and the rocks of the geological layer being drilled [29][30][31][32]. The mathematical equations of motion for the drill-string under stick-slip vibrations are generally established based on a torsional system with one or two degrees of freedom as given in [4,12,29,30,33]. It has been concluded through these research works that the torsional vibrations appear more when using the PDC drill bit because it consumes more torque than the tri-cone bit, for example [27].…”
Section: Torsional Vibrationsmentioning
confidence: 99%
“…The excitation of the roof bolter is high-frequency vibration; the frequency range in practice is 0 Hz to 200 Hz [21]. Substituting Eqs.…”
Section: Frequency Response Curvesmentioning
confidence: 99%