基于3D有限元仿真的钻柱接头应力分析与集中系数研究
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中国地质大学北京工程技术学院

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国家自然科学:潜孔锤/声波钻钻柱动力学关键问题研究(编号:51775523)


Research on Stress Analysis and Concentration Coefficient of Drill String Joints Based on 3D Finite Element Simulation
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School of Engineering and Technology,China University of Geoscience Beijing

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    摘要:

    钻井工程中,钻柱接头螺纹连接处失效占钻柱总失效的86%,是钻柱失效的主要风险部位。为了深入分析接头部位的应力分布及应力集中情况,基于有限元软件,对API标准的单、双肩钻柱接头进行了轴向和扭转载荷下的应力分析,并针对特定接头计算了轴向和扭转的应力集中系数,便于工程计算接头最大应力分析钻柱疲劳。研究发现,API单肩螺纹接头最大应力集中区域位于螺纹啮合部位第一圈齿根处,双肩螺纹接头最大轴向应力和最大剪切应力均显著低于单肩螺纹接头,尤其在大扭矩作用下表现出更优越的性能。针对特定接头,分析确定接头的轴向应力集中系数为4.21,扭转应力集中系数为3.73。本研究对接头性能优化设计、钻井系统应力计算和疲劳寿命预测提供了重要参考。

    Abstract:

    In drilling engineering, the failure of the threaded connection at the drill string joint accounts for 86% of the total failures of the drill string, making it the main risk area for drill string failure. To deeply analyze the stress distribution and stress concentration at the joint, based on the finite element software, the stress analysis of the API standard single-shoulder and double-shoulder drill string joints under axial and torsional loads was conducted. The stress concentration coefficients of axial and torsional for specific joints were calculated, which is convenient for engineering calculation of the maximum stress of the joint and the fatigue of the drill string. The research found that the maximum stress concentration area of the API single-shoulder thread joint is at the root of the first tooth of the thread meshing part. The maximum axial stress and maximum shear stress of the double-shoulder thread joint are significantly lower than those of the single-shoulder thread joint, especially showing superior performance under large torque. For specific joints, the axial stress concentration coefficient of the joint was determined to be 4.21, and the torsional stress concentration coefficient was 3.73. This study provides an important reference for the performance optimization design of the joint, stress calculation of the drilling system, and fatigue life prediction.

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  • 收稿日期:2025-06-18
  • 最后修改日期:2025-08-15
  • 录用日期:2025-08-20
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