COMPARATIVE ASSESSMENT OF TOTAL DRILLSTRING MOTION RESISTANCE IN A CURVED WELLBORE SECTION

Authors

DOI:

https://doi.org/10.31471/1993-9868-2026-2(46)-50-69

Keywords:

вагова модель; модель без згинальної жорсткості; модель із згинальною жорсткістю; контактні реакції; замкові з’єднання; осьовий стиск.

Abstract

A model with bending stiffness, which resolves the deformed axis and contact regions. Friction follows the Amontons–Coulomb law. The numerical study covers build sections with an increasing inclination from 30° to 75° and from 45° to 60°, at build rates of 5°, 10°, and 15° per 30 m. It also covers conventional and heavyweight drill pipe and three contact geometry configurations: one without tool joints, and two with a periodic tool-joint pattern in different positions. The total section length is 500 m, with equal straight extensions. Tool joints only affect the contact diameter; the joint count, average weight and bending stiffness are held constant for each pipe type. A compressive force of 5 kN is applied to the upper end, with a friction coefficient of 0.35 and a drilling fluid density of 1200 kg/m³. The study comprises 108 primary calculations and the corresponding calculations with refined numerical settings. The weight-based model underestimates total friction by 7.05–25.43% relative to the model without bending stiffness. For configurations without tool joints, the integral friction forces obtained from the models with and without bending stiffness are practically equal. With tool joints, the deviation ranges from −0.83% to +1.64% relative to the model without bending stiffness. Reconstructed contact fields for a representative configuration demonstrate that total friction values close to those of the smooth drillstring coexist with contact loss near the junctions between the straight sections and the inclination-build section, as well as the compensation of friction differences among the individual segments. With tool joints, the sign of the total deviation depends on the balance between contributions from the straight and inclination-build sections; shifting the pattern also alters the transverse boundary condition at the upper end. The model without bending stiffness may be suitable for total friction calculations when the observed deviations meet the tolerance requirements of the intended calculation. The model with bending stiffness is required for analysing deformation and local contact. These conclusions are limited to the investigated compression conditions. Configuration stability, the uniqueness of the equilibrium branch and independence from the computational domain length have not been verified

 

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References

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Published

13.11.2026

How to Cite

Slabyi О. О. (2026). COMPARATIVE ASSESSMENT OF TOTAL DRILLSTRING MOTION RESISTANCE IN A CURVED WELLBORE SECTION. Oil and Gas Power Engineering, (2(46), 50–69. https://doi.org/10.31471/1993-9868-2026-2(46)-50-69

Issue

Section

SCIENTIFIC AND TECHNICAL PROBLEMS OF PETROLEUM ENGINEERING

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