Delayed feedback control and parameter continuation of multistability in a nonsmooth hydraulic rock drill model.

IF 2.7 2区 数学 Q1 MATHEMATICS, APPLIED
Chaos Pub Date : 2025-06-01 DOI:10.1063/5.0268836
Siyuan Chang, Wei Ma, Min Ye, Joseph Páez Chávez, Yelin Li, Yuchuan Ma, Jiale Zhang
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Abstract

In response to the complex multistable behavior observed in hydraulic rock drills during the drilling process, this study first establishes a four-degree-of-freedom physical model based on dry friction rock mechanics theory. The motion trajectory is classified into three states: non-viscous, impact viscous, and buffer viscous. Using the impact frequency ω as the bifurcation parameter, multistable attractors p0q1 and p1q2 are identified in the system when ω = 9. To control the multistability, a delayed feedback control method is applied, in which the infinite-dimensional delay differential equations are approximated by finite-dimensional ordinary differential equations. The reliability of this approximation is validated through a distance function. When the control gain K = 9 and the delay time τd = 0.35, both attractors p0q1 and p1q2 are successfully converted into a single p0q1 attractor. Next, the pseudo-arclength continuation method and Floquet theory are employed to investigate parameter continuation and parameter domains. The period-doubling bifurcation points PD1 and PD2 divide the parameter space of K and τd into three distinct regions. Crossing these regions induces a supercritical period-doubling bifurcation. For constant K, a smaller τd leads to an increased number of collisions and periodic motions in the system. Simulation results demonstrate that by tuning the delay parameters, the multistability during the drilling process can be effectively controlled, thereby enhancing drilling efficiency and stability. Finally, rock drilling experiments confirm the validity of the model and the presence of multistability. When drilling into rocks with high hardness and brittleness, multistable motions are more likely to occur.

非光滑水力凿岩机模型多稳定性的延迟反馈控制与参数延拓。
针对水力岩石钻机在钻井过程中观察到的复杂的多稳态行为,本文首先建立了基于干摩擦岩石力学理论的四自由度物理模型。运动轨迹分为三种状态:无粘性、冲击粘性和缓冲粘性。以冲击频率ω作为分岔参数,在ω = 9时识别出系统中的多稳定吸引子p0q1和p1q2。为了控制多稳定性,采用了一种时滞反馈控制方法,将无限维时滞微分方程近似为有限维常微分方程。通过距离函数验证了该近似的可靠性。当控制增益K = 9,延迟时间τd = 0.35时,两个吸引子p0q1和p1q2都成功转化为一个单独的p0q1吸引子。其次,利用伪弧长延拓方法和Floquet理论研究了参数延拓和参数域。倍周期分岔点PD1和PD2将K和τd的参数空间划分为三个不同的区域。穿过这些区域会产生一个超临界倍周期分岔。对于常数K,较小的τd导致系统中碰撞和周期运动的数量增加。仿真结果表明,通过调整延迟参数,可以有效地控制钻井过程中的多重稳定性,从而提高钻井效率和稳定性。最后,通过凿岩试验验证了模型的有效性和多重稳定性的存在。当钻进硬度和脆性较高的岩石时,更容易发生多稳态运动。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Chaos
Chaos 物理-物理:数学物理
CiteScore
5.20
自引率
13.80%
发文量
448
审稿时长
2.3 months
期刊介绍: Chaos: An Interdisciplinary Journal of Nonlinear Science is a peer-reviewed journal devoted to increasing the understanding of nonlinear phenomena and describing the manifestations in a manner comprehensible to researchers from a broad spectrum of disciplines.
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