SPE Journal
Volume 15,
Number 4,
December 2010,
pp. 1104-1118
Summary
In this paper, the buckling equation and natural boundary conditions are
derived with the aid of calculus of variations. The natural and geometric
boundary conditions are used to determine the proper solution that represents
the post-buckling configuration. Effects of friction and boundary conditions on
the critical load of helical buckling are investigated. Theoretical results
show that the effect of boundary conditions on helical buckling becomes
negligible for a long pipe with dimensionless length greater than 5π.
Velocity analysis shows that lateral friction becomes dominant at the instant
of buckling initiation. Thus, friction can increase the critical load of
helical buckling significantly. However, once buckling is initiated, axial
velocity becomes dominant again and lateral friction becomes negligible for
post-buckling behavior and axial-load-transfer analysis. Consequently, it is
possible to seek an analytical solution for the buckling equation. Analytical
solutions for both sinusoidal and helical post-buckling configurations are
derived, and a practical procedure for modeling of axial load transfer is
proposed. To verify the proposed model and analytical results, the authors also
conducted experimental studies. Experimental results support the proposed
solutions.
© 2010. Society of Petroleum Engineers
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History
- Original manuscript received:
28 February 2009
- Meeting paper published:
5 April 2009
- Revised manuscript received:
6 January 2010
- Manuscript approved:
26 January 2010
- Published online:
27 July 2010
- Version of record:
2 December 2010