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Engineering Failure Analysis
Volume 6, Issue 5, October 1999, Pages 277-299
 
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doi:10.1016/S1350-6307(98)00052-1    How to Cite or Link Using DOI (Opens New Window)
Copyright © 1999 Elsevier Science Ltd. All rights reserved. All rights reserved

Survival assessment of die-marked drill pipes: integrated static and fatigue analysis

M. K. Rahman1, *, M. M. Hossain1 and S. S. Rahman1

1 School of Petroleum Engineering, University of New South Wales, Sydney 2052, Australia

Received 23 October 1998;
accepted 9 November 1998.
Available online 25 October 1999.

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Abstract

Drill pipes under operational loads may fail in static or fatigue mode. Static failures are evaluated at two critical levels: the rotary table level (surface level) and the dogleg level, whereas fatigue failure occurs in a pipe section at the dogleg level due to the cumulative effect of fatigue damage in a number of drilling events. The current practice of static and fatigue failure analyses is based on a smooth pipe surface condition. In practice, however, dies of gripping systems mark the pipe surface during making and breaking operations (screwed and unscrewed to connect and disconnect two pipes). These marks on the pipe surface cause stress concentrations, which make a pipe more susceptible to both failure modes. This paper presents an integrated approach for static and fatigue failure analysis, considering the effects of stress concentrations due to die-marks from different gripping systems. Thus, the approach is intended to assist engineers in assessing the overall survivability of drill pipes through a detailed failure evaluation considering the effect of die-mark related stress concentrations in representative field conditions.

Author Keywords: Drill pipe; Die-marks; Stress concentrations; Static failure; Fatigue failure

Article Outline

1. Introduction
2. Gripping systems and mark penetration
3. Numerical modeling
3.1. Characterization of stress concentration
4. Static failures
5. Fatigue formulation
5.1. Fatigue damage curves
6. Survival assessment of drill pipe against assumed drilling events
6.1. Static failure assessment
6.2. Fatigue failure assessment
6.3. Overall assessment
7. Conclusions
Acknowledgements
References













Engineering Failure Analysis
Volume 6, Issue 5, October 1999, Pages 277-299
 
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