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Port function based modeling and control of an autonomously variable spring to suppress self-excited vibrations while drilling

机译:基于端口功能的自主可变弹簧的建模和控制,以抑制钻井时自激振动

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摘要

Self-excited vibrations are a major problem for rotary drilling. They may be mitigated by introducing adjustable compliance near the bottom of the drillstring, but it is challenging to identify the appropriate stiffness, particularly in situ and with limited available data on the rapidly-changing overall system dynamics. We describe an approach to modeling and simulating self-excited vibrations in drillstrings. Our approach uses impedance and admittance port functions to represent and systematically combine subsystems, and integrates established models for drillstring vibrations and rock / bit interactions. Simulations predict that intermediate stiffnesses provide better stability than either compliant or stiff extremes, which aligns with results from earlier work. Results also indicate that at least two different mechanisms limit stability in different stiffness regimes, producing significant differences in the relationship between vibration frequency and controlled module stiffness. This suggests a potential means of developing autonomous stiffness controllers that depend only on measurements taken at the variable stiffness module, without requiring a dynamic model of the rest of the drillstring.
机译:自激振动是旋转钻孔的主要问题。可以通过在钻柱底部附近引入可调节的柔度来减轻这些应力,但是要确定合适的刚度(尤其是在原地,并且关于迅速变化的整体系统动力学的可用数据有限)具有挑战性。我们描述了一种建模和模拟钻柱中自激振动的方法。我们的方法使用阻抗和导纳端口函数来表示和系统地组合子系统,并集成已建立的模型,用于钻柱振动和岩石/钻头相互作用。仿真预测,中间刚度要比顺应性或刚度极限提供更好的稳定性,这与早期工作的结果一致。结果还表明,至少有两种不同的机制限制了不同刚度范围内的稳定性,从而在振动频率和受控模块刚度之间的关系上产生了显着差异。这暗示了开发自主式刚度控制器的潜在手段,该方法仅依赖于在可变刚度模块上进行的测量,而无需其余钻柱的动态模型。

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