A Dynamic Model with Friction for Comprehensive Tubular Stress Analysis

R. Mitchell, A. McSpadden, M. Goodman, R. Trevisan, R. D. Watts, N. Zwarich
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引用次数: 1

Abstract

A new model technique is described for comprehensive dynamic stress and displacement analysis of wellbore tubulars including friction loads. A dynamic model of tubing forces is necessary to predict local pipe velocity which in turn determines the magnitude and direction of localized frictional contact. By tracking dynamic changes in axial force starting from the initial running state, a complete load history may be simulated through the life of the well. The dynamic friction model subdivides the string joint by joint and uses an elastic pipe momentum balance. Pipe velocity is related to axial force by the elasticity equation. Dynamically determined velocity is necessary to predict magnitude and orientation of local node friction vectors. Damping for the dynamic analysis is provided by annular fluid viscosity. The elastic equations are solved as a set of algebraic equations in terms of past and future values of pipe axial force and velocity. Key model inputs such as pressure, temperature, fluid and wellbore friction coefficients can be changed at each successive load step. Running loads and packer setting with slack-off or pick-up loads determine the initial string configuration. Given the initial configuration, each subsequent load case is calculated starting from the prior load and resultant friction state, allowing for full history dependence. The surface velocity profile of running individual stands is a key input. Unexpected magnitudes of downhole transfer of surface load are demonstrated. Change in operation load sequence is shown to produce significant differences in tubular axial loads, indicating that special attention to load history should be considered when performing tubular stress analysis. For slack-off, overpull, or packer setting events the model can track dynamic load response at downhole points such as a packer or cement top. An example well with deviated profile and planned sequence of life-cycle operations including stimulation, production and shut-in was simulated for a variety of load sequences. The model has been validated against field data using the actual hook load plot during installation of a single-trip, multi-zone intelligent completion in an offshore highly-deviated ERD well. Example calculations are given for an HPHT subsea well and a horizontal unconventional well. The dynamic friction model allows for seamless integration of running loads with friction into a fully sequential stress analysis of subsequent well life-cycle loads for landed strings. Current industry models separate installation state from the in-service life envelope. From comparison with appropriate static analytic solutions and industry standard drag and stress models, dynamics were found to affect friction force directions and magnitudes, suggesting that tubular dynamics cannot be neglected.
管柱综合应力分析的含摩擦动力学模型
提出了一种包括摩擦载荷在内的井筒管柱动态应力和位移综合分析的新模型技术。为了预测管道的局部速度,需要油管力的动态模型,从而决定局部摩擦接触的大小和方向。通过跟踪从初始运行状态开始的轴向力的动态变化,可以模拟井的整个生命周期的完整载荷历史。动态摩擦模型将管柱节细分为每个节,并使用弹性管动量平衡。用弹性方程将管道速度与轴向力联系起来。动态确定的速度是预测局部节点摩擦矢量大小和方向的必要条件。动力分析的阻尼由环空流体粘度提供。弹性方程以管道轴向力和速度的过去值和未来值的代数方程组求解。关键的模型输入,如压力、温度、流体和井筒摩擦系数,可以在每个连续的加载步骤中改变。下入载荷和封隔器坐封与起放载荷决定了管柱的初始配置。给定初始配置,每个后续负载情况都是从先前负载和由此产生的摩擦状态开始计算的,允许完全依赖于历史。运行单个支架的表面速度分布是一个关键输入。分析了地表载荷在井下传递时的意外强度。运行载荷顺序的改变会对管状轴向载荷产生显著差异,表明在进行管状应力分析时应特别注意载荷历史。对于松弛、过拉或封隔器坐封事件,该模型可以跟踪封隔器或水泥顶等井下点的动态载荷响应。以一口斜井为例,对各种负载顺序进行了增产、生产和关井等生命周期作业的模拟。在海上大斜度ERD井的单趟、多段智能完井过程中,该模型通过现场数据进行了验证。给出了高温高压水下井和非常规水平井的计算实例。动态摩擦模型允许将运行载荷与摩擦无缝集成到对着陆管柱后续井生命周期载荷的完整顺序应力分析中。目前的工业模型将安装状态与使用寿命分开。通过与适当的静态解析解和行业标准阻力和应力模型的比较,发现动力学影响摩擦力的方向和大小,表明管状动力不容忽视。
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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