Comptes Rendus
A numerical and semi-analytical comparison for structural analysis of fault-crossing pipelines
Comptes Rendus. Mécanique, Volume 343 (2015) no. 7-8, pp. 397-409.

Structural analysis of pipelines is a well-established topic in engineering practice. Different professional societies or national and international authorities have provided Design Codes with procedures that, in spite of being well accepted, contain assumptions whose implications are not always well understood.

In this paper, we present a comparison between a simplified well-established method to compute the safety of gas pipes when crossing faults, and a more refined approach: the Finite Element Method (FEM) that enables us to consider large displacements and nonlinear material properties and shows some discrepancies relative to the classical approach.

Reçu le :
Accepté le :
Publié le :
DOI : 10.1016/j.crme.2015.06.003
Mots clés : Pipeline, Earthquake, Finite element method, Nonlinear analysis, Fault, Design criteria
Omar González 1 ; Alberto Fraile 1 ; Lutz Hermanns 1

1 Centro de Modelado en Ingeniería Mecánica (CEMIM), Universidad Politécnica de Madrid (UPM), José Gutiérrez Abascal 2, 28006 Madrid, Spain
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Omar González; Alberto Fraile; Lutz Hermanns. A numerical and semi-analytical comparison for structural analysis of fault-crossing pipelines. Comptes Rendus. Mécanique, Volume 343 (2015) no. 7-8, pp. 397-409. doi : 10.1016/j.crme.2015.06.003. https://comptes-rendus.academie-sciences.fr/mecanique/articles/10.1016/j.crme.2015.06.003/

[1] L.C. Reese; A.O.P. Casbarian Pipe soil interaction for a buried offshore pipeline, 43rd Annual Fall Meeting of Society of Petroleum Engineers of AIME (1968) (Paper SPE 2343, presented at the, TX, USA)

[2] N.M. Newmark; W.J. Hall Pipeline design to resist large fault displacement, Ann Arbor, MI, EERI (1975)

[3] R.P. Kennedy; A.W. Chow; R.A. Williamson Fault movement effects on buried oil pipeline, J. Transp. Eng.-ASCE, Volume 103 (1977) no. TE5, pp. 617-633

[4] A.C. Singhal Strength characteristic of buried jointed pipelines, 1980 (Report to The Engineering Foundation and ASCE, Grant No. RC-A-77-6A)

[5] C.H. Trautmann; T.D. O'Rourke Behavior of pipe in dry sand under lateral and uplift loading, Cornell University, Ithaca, NY, 1983 (Geotechnical Engineering Report 83-6)

[6] C.H. Trautmann; T.D. O'Rourke Load-displacement characteristics of pipe affected by permanent earthquake ground movements, PVP-77, Portland, OR, USA (Proceedings of the International Symposium on Lifeline Earthquake Engineering), ASME (1983), pp. 254-262

[7] D.J. Nyman, ASCE, New York (1984), pp. 150-228

[8] Guidelines for the Seismic Design of Oil and Gas Pipeline Systems, ASCE, 1984

[9] EN 1594:2000. Gas supply systems – functional requirements.

[10] S. Savidis; W. Schepers; E. Nomikos; G. Papadakos Design of natural gas pipeline subjected to permanent ground deformation at normal faults, Santiago de Chile (2011)

[11] C. Butenweg; T. Schmitt; B. Rosen Seismische Einwirkungen auf erdverlegte Rohrleitungssysteme, Bauingenieur: die richtungsweisende Zeitschrift im Bauingenieurswesen, Volume 89 (2014) no. 7, pp. 316-324

[12] R. Winston Revie Oil and Gas Pipelines: Integrity and Safety Handbook, Wiley–Blackwell, 2015 (ISBN: 978-1118216712)

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