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Refined Modeling Processes and Compressive Strain Capacity Models

[+] Author Affiliations
Ming Liu, Fan Zhang, Kunal Kotian

Center for Reliable Energy Systems, Dublin, OH

Steve Nanney

U.S. Department of Transportation, Houston, TX

Paper No. IPC2014-33202, pp. V004T11A002; 8 pages
doi:10.1115/IPC2014-33202
From:
  • 2014 10th International Pipeline Conference
  • Volume 4: Production Pipelines and Flowlines; Project Management; Facilities Integrity Management; Operations and Maintenance; Pipelining in Northern and Offshore Environments; Strain-Based Design; Standards and Regulations
  • Calgary, Alberta, Canada, September 29–October 3, 2014
  • Conference Sponsors: Pipeline Division
  • ISBN: 978-0-7918-4613-1
  • Copyright © 2014 by ASME

abstract

Local buckling generated by excessive bending and/or longitudinal compression is one of the main threats to pipeline integrity. The resistance to local buckling is usually measured by compressive strain capacity (CSC). Extensive work has been performed on the CSC of pipes through both experiments and numerical modeling. Many CSC models have been developed to compute the CSC.

The comparison of the existing CSC models often shows (1) large differences in recognized input parameters and their applicable ranges, (2) large differences in computed CSC, especially for pressurized conditions, (3) large differences in recommended safety factors; and (4) inconsistent trends on model conservatism.

Refined compressive strain models were developed recently. The development involves comprehensive review of existing CSC models, selecting modeling processes that represent field conditions, sensitivity studies on parameters affecting the CSC, and the model evaluation against experimental data.

In this paper, the refined compressive strain models and the key improvement to the modeling processes are summarized.

Copyright © 2014 by ASME
Topics: Modeling

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