Abstract
A defect in a field-buried pipeline that has both a crack and a dent, commonly described as a dent-crack defect, may result in a devastating failure resulting from a rupture or leak in the dent defect. Hence, the safety and performance of a pipeline with a dent-crack defect becomes a significant concern for the operator. Recently, the University of Windsor’s Centre for Engineering Research in Pipelines completed a study examining this concern. The study examined the effect that crack length has on a pipeline’s burst strength or pressure capacity. This examination found that a dent-crack defect’s crack length of 300 mm may result in a 50% reduction in the pipe’s burst strength. This paper explains the examination setup, test specimens, and test procedure as well as the test data and the results garnered from finite-element analyses.
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Acknowledgments
The authors are thankful for the financial support given to them by the Natural Sciences and Engineering Research Council of Canada (NSERC) in Ottawa and TransCanada PipeLines Limited in Calgary, Alberta, Canada. The authors are also thankful for the support given to them by the Centre for Engineering Research in Pipelines (CERP).
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©2016 American Society of Civil Engineers.
History
Received: Mar 8, 2016
Accepted: Oct 5, 2016
Published online: Nov 30, 2016
Discussion open until: Apr 30, 2017
Published in print: May 1, 2017
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