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Reliability Based Design Criteria for Installation of Pipelines in the Bay of Campeche, Mexico: Part 2

[+] Author Affiliations
Robert Bea, Tao Xu

University of California, Berkeley, CA

Ernesto Heredia-Zavoni, Leonel Lara, Rommel Burbano

Instituto Mexicano del Petroleo, Mexico, D. F.

Paper No. OMAE2002-28196, pp. 197-206; 10 pages
doi:10.1115/OMAE2002-28196
From:
  • ASME 2002 21st International Conference on Offshore Mechanics and Arctic Engineering
  • 21st International Conference on Offshore Mechanics and Arctic Engineering, Volume 2
  • Oslo, Norway, June 23–28, 2002
  • Conference Sponsors: Ocean, Offshore, and Arctic Engineering Division
  • ISBN: 0-7918-3612-6 | eISBN: 0-7918-3599-5
  • Copyright © 2002 by ASME

abstract

Studies have been performed to propose reliability based design criteria for the installation of pipelines in the Bay of Campeche, Mexico. This paper summarizes formulations that were used to characterize the important Ultimate Limit State capacities of the pipelines during the installation period (collapse, bending, tension, combined, and propagating buckling). A large database of laboratory and numerical analysis ‘tests’ (more than 2,000 results) to determine pipeline capacities was assembled to help evaluate the Biases (ratio of measured/predicted capacities) in the analytical methods used to determine pipeline capacities. Given the formulations, target reliabilities, and installation demand characterizations summarized in a companion paper (Part 1), installation design criteria were developed for both Working Stress Design and Load and Resistance Factor Design formats.

Copyright © 2002 by ASME

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