SPE Drilling & Completion
Volume 24, Number 2, June 2009, pp. 266-275

SPE-92274-PA

Measurement and Analysis of Induced Torsion in Helically Buckled Tubing

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DOI  More information 10.2118/92274-PA http://dx.doi.org/10.2118/92274-PA

Citation

  • Zdvizhokov, A., Miska, S., and Mitchell, R. 2009. Measurement and Analysis of Induced Torsion in Helically Buckled Tubing. SPE Drill & Compl  24 (2): 266-275. SPE-92274-PA. doi: 10.2118/92274-PA.

Discipline Categories

  • 1 Drilling and Completions

Keywords

  • tubing buckling, induced torque, buckling experiment, connector loads, tubing torque

Summary

In the original publication on helical buckling by Lubinski et al. (1962), it was assumed that no torsion can be developed in buckled tubular string (Lubinski–Woods problem) if there is no casing-to-tubing friction and tubing remains in an elastic range of bending.

Recent theoretical work by Mitchell (2004) presented the large-displacement analysis of a helically buckled slender beam and predicted that shear force and twisting moment are induced in helically buckled pipe without externally applied torque.

In short, there is an induced left-hand torsion in tubing buckled into a right-hand helix that is surprisingly large and, in some cases, may approach or exceed the makeup-torque values for connections.

For study of this phenomenon, an experimental facility was set up at the University of Tulsa, depicting a straight horizontal wellbore with the inner steel tubing having a 0.50-in. (12.7-mm) outside diameter (OD) and the outer acrylic tube having a 1.90-in. (48.3-mm) inside diameter (ID), representing drillstring and wellbore, respectively.

For a precise measurement of pure torsion in the tubing, strain gauges were employed, arranged into the full-torsion bridge configuration.

The experiments were performed with the "bottom end" of the steel tubing held stationary and with axial-buckling force applied from the "top end."

The end conditions for the tubing were represented by clamped and pinned connections.

It was observed that torsional equilibrium in the tubing is disturbed as soon as buckling force is applied, with further increase in torsion as the shape of the tubing transforms from sinusoidal to helical.

Upon the tubing reaching full helical shape, the internal torsion continues to increase with the increase of axial-buckling force in the manner predicted theoretically.

The results of this study are important for practical design and analysis of drillstrings and completion tubing.

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History

  • Original manuscript received: 10 November 2004
  • Meeting paper published: 23 February 2005
  • Revised manuscript received: 13 November 2008
  • Manuscript approved: 23 November 2008
  • Published online: 1 June 2009
  • Version of record: 1 June 2009