SPE/IADC Drilling Conference 1991
DOI: 10.2118/21942-ms
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The Critical Buckling Force and Stresses for Pipe in Inclined Curved Boreholes

Abstract: A number of papers have been presented that define the critical buckling force in inclined straight holes. This paper presents a method for calculating the critical buckling force in vertically and laterally curved and inclined boreholes. The paper includes methods for computing the bending stress of buckled pipe with tool joints. It also includes a method for computing if the deflection of the pipe at midspan will cause the pipe body to touch the wall of the hole. This approach resolves the que… Show more

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Cited by 29 publications
(5 citation statements)
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“…Having derived equations for straight wells (vertical, inclined and horizontal), some authors extended existing equations for curved borehole (Schuh et al 11 ) or developed new theories for tubular strings in curved wells (Kyllingstad et al 12 ).…”
Section: Theoretical Workmentioning
confidence: 99%
“…Having derived equations for straight wells (vertical, inclined and horizontal), some authors extended existing equations for curved borehole (Schuh et al 11 ) or developed new theories for tubular strings in curved wells (Kyllingstad et al 12 ).…”
Section: Theoretical Workmentioning
confidence: 99%
“…Modified sinusoidal buckling is defined by Schuh, 1991, and is widely used today by the industry. Helical buckling is defined by Mitchell, 2008, andKwon, 1988.…”
Section: Buckling Analysismentioning
confidence: 99%
“…In 1991 Schuh 28 presented an analysis of the influence of curvature on the critical buckling force. In that work buckling equations derived to straight sections of the well were extended to be used in curved boreholes by an adjust of the pipe geometry to take into account the shape of the buckled pipe in the curved wellbore.…”
Section: Literature Reviewmentioning
confidence: 99%