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EFFECTS OF PIPE/FORMATION INTERACTION ON THE RUNNING FORCE IN HIGH-CURVATURE WELL BORES

机译:管道/地层相互作用对高曲率井筒运行力的影响

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The present paper outlines the derivation of a fourth order nonlinear differential equation of the radial displacement of a pipe as it advances along curved hole sections and presents selected finite element results for two pipe sizes of 114.3 and 127 mm running through curved holes of radii of curvatures of 10, 50, and 100 m. The paper also includes the effect of pipe/formation interaction on the running forces required to push the pipe through curved holes and identifies where contact takes place along the 90 degree buildup sections using a general purpose finite element program ANSYS. It was found that contact takes place at the top and bottom of the bore hole walls for short radii (R < 50 m) along the 90 degree buildup sections caused by pipe bending. However, it was observed that contact takes place mostly at the bottom side of the bore hole for radii of curvatures greater than 100 m. The change in directions of the pipe as it advances further along curved sections was found to increase the running force as well as the bending stresses in the joints. Finite element results revealed that the running force at the k.o.p decreases by 71% as the hole radius changes from 10m to 50 m and by 90% as the hole radius changes from 10m to 100 m.
机译:本文概述了管道沿弯孔段前进时径向位移的四阶非线性微分方程的推导,并给出了通过曲率半径弯曲孔的两种尺寸为114.3和127 mm的管道的有限元结果10、50和100 m本文还包括管/地层相互作用对推动管穿过弯曲孔所需的运行力的影响,并使用通用有限元程序ANSYS来确定沿90度集结段发生接触的位置。结果发现,由于管道弯曲,沿90度集结段在短半径(R <50 m)的短半径(R <50 m)处发生在孔壁的顶部和底部的接触。然而,已经观察到,当曲率半径大于100 m时,接触大部分发生在钻孔的底侧。人们发现,随着管道沿弯曲部分的进一步前进,管道方向的变化会增加运行力以及接头的弯曲应力。有限元结果表明,当孔半径从10m变为50 m时,在k.o.p处的作用力减小71%,而当孔半径从10m变为100 m时,力在k.o.p处减小90%。

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