{"title":"通过有限元和实验研究分析聚晶金刚石紧凑型钻头的钻探性能","authors":"Ahmed Al Shekaili, Yang Liu, Evangelos Papatheou","doi":"10.1016/j.ijrmms.2024.105862","DOIUrl":null,"url":null,"abstract":"<div><p>The significance of improving the drilling productivity and reducing the cost and non-productive time of drilling process, substantially relies on the efficiency of drilling performance. This paper provides a comprehensive understanding of drilling process, aiming to predict drilling performance and investigate drilling parameters using a validated finite element (FE) model. Experimental validation of the FE model was achieved through testing on a laboratory drilling rig, ensuring the accuracy and reliability of the numerical simulations. To accurately capture the nonlinear characteristics of bit-rock interaction, the Riedel–Hiermaier–Thoma model was adopted as a material model, and its parameters were identified through a series of carefully conducted experimental tests. The numerical results obtained from the FE rock failure model during the compressive and tensile tests demonstrated a robust correlation with the experimental data. The verified material model was then employed into another FE drilling model to simulate rock breaking in an actual drilling scenario. This analysis sheds light on the impact of drill-bit interaction with the rock formation, providing valuable insights into its behaviour during drilling operations. The FE drilling model was further utilised in a parametric study to predict the effects of critical drilling parameters, like loading rate and rotary speed, on the weight on the bit, torque on the bit, and rate of penetration. Both the FE drilling and experimental results provided a significant consistency when the drilling parameters were compared, and nonlinear dynamic phenomena, such as stick–slip and bit-bouncing, were observed. By investigating these effects, this study contributes to optimising drilling operations, enabling better control of premature vibrations and enhancing drilling efficiency.</p></div>","PeriodicalId":54941,"journal":{"name":"International Journal of Rock Mechanics and Mining Sciences","volume":"182 ","pages":"Article 105862"},"PeriodicalIF":7.0000,"publicationDate":"2024-08-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S1365160924002272/pdfft?md5=0c1b69dcad504a0dd80856968875e63c&pid=1-s2.0-S1365160924002272-main.pdf","citationCount":"0","resultStr":"{\"title\":\"Drilling performance analysis of a polycrystalline diamond compact bit via finite element and experimental investigations\",\"authors\":\"Ahmed Al Shekaili, Yang Liu, Evangelos Papatheou\",\"doi\":\"10.1016/j.ijrmms.2024.105862\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>The significance of improving the drilling productivity and reducing the cost and non-productive time of drilling process, substantially relies on the efficiency of drilling performance. 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This analysis sheds light on the impact of drill-bit interaction with the rock formation, providing valuable insights into its behaviour during drilling operations. The FE drilling model was further utilised in a parametric study to predict the effects of critical drilling parameters, like loading rate and rotary speed, on the weight on the bit, torque on the bit, and rate of penetration. Both the FE drilling and experimental results provided a significant consistency when the drilling parameters were compared, and nonlinear dynamic phenomena, such as stick–slip and bit-bouncing, were observed. 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引用次数: 0
摘要
提高钻井生产率、降低钻井过程的成本和非生产时间,在很大程度上取决于钻井性能的效率。本文全面介绍了钻井过程,旨在利用经过验证的有限元(FE)模型预测钻井性能并研究钻井参数。通过在实验室钻机上进行测试,对有限元模型进行了实验验证,确保了数值模拟的准确性和可靠性。为准确捕捉钻头与岩石相互作用的非线性特征,采用了 Riedel-Hiermaier-Thoma 模型作为材料模型,并通过一系列精心进行的实验测试确定了其参数。在压缩和拉伸试验过程中,FE 岩石破坏模型得出的数值结果与实验数据具有很强的相关性。经过验证的材料模型随后被应用到另一个 FE 钻井模型中,以模拟实际钻探情况下的岩石破碎。这项分析揭示了钻头与岩层相互作用的影响,为钻探作业期间的岩层行为提供了宝贵的见解。FE 钻探模型还被进一步用于参数研究,以预测加载率和旋转速度等关键钻探参数对钻头重量、钻头扭矩和穿透率的影响。在对钻进参数进行比较时,FE 钻进结果和实验结果具有明显的一致性,并观察到了粘滑和钻头弹跳等非线性动态现象。通过研究这些影响,本研究有助于优化钻井作业,更好地控制过早振动,提高钻井效率。
Drilling performance analysis of a polycrystalline diamond compact bit via finite element and experimental investigations
The significance of improving the drilling productivity and reducing the cost and non-productive time of drilling process, substantially relies on the efficiency of drilling performance. This paper provides a comprehensive understanding of drilling process, aiming to predict drilling performance and investigate drilling parameters using a validated finite element (FE) model. Experimental validation of the FE model was achieved through testing on a laboratory drilling rig, ensuring the accuracy and reliability of the numerical simulations. To accurately capture the nonlinear characteristics of bit-rock interaction, the Riedel–Hiermaier–Thoma model was adopted as a material model, and its parameters were identified through a series of carefully conducted experimental tests. The numerical results obtained from the FE rock failure model during the compressive and tensile tests demonstrated a robust correlation with the experimental data. The verified material model was then employed into another FE drilling model to simulate rock breaking in an actual drilling scenario. This analysis sheds light on the impact of drill-bit interaction with the rock formation, providing valuable insights into its behaviour during drilling operations. The FE drilling model was further utilised in a parametric study to predict the effects of critical drilling parameters, like loading rate and rotary speed, on the weight on the bit, torque on the bit, and rate of penetration. Both the FE drilling and experimental results provided a significant consistency when the drilling parameters were compared, and nonlinear dynamic phenomena, such as stick–slip and bit-bouncing, were observed. By investigating these effects, this study contributes to optimising drilling operations, enabling better control of premature vibrations and enhancing drilling efficiency.
期刊介绍:
The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.