Technical Papers
Apr 23, 2015

Penetration of Steel Catenary Riser in Soft Clay Seabed: Finite-Element and Finite-Volume Methods

Publication: International Journal of Geomechanics
Volume 15, Issue 6

Abstract

The penetration of steel catenary risers and other cylindrical objects, such as offshore pipelines or T-bar penetrometers, in a soft clay seabed is of practical importance in deepwater oil and gas development. Finite-element (FE) analyses of these large-deformation problems are computationally very expensive. Water can also play a significant role through development of suction behind the riser. The main objective of the present study is to develop an advanced numerical modeling technique to simulate riser–seabed–water interaction near the touchdown zone. Keeping in mind two critical issues, namely the computational cost and modeling of suction, two different numerical modeling techniques are developed. In the first one, the computational fluid dynamics (CFD) approach is used. The CFD modeling is performed using ANSYS CFX 13.0 software. Among the three different types of CFX models developed in the present study, the subdomain modeling technique is found to be the most efficient. In the second numerical modeling technique, large-deformation FE analyses are performed using the coupled Eulerian–Lagrangian (CEL) approach in Abaqus FE software. The comparison of the results of CFX and CEL shows that CFX can successfully simulate the penetration of the riser or pipeline in soft clay seabed. The main advantages of the present CFX modeling over CEL modeling are (1) the CFX can simulate suctions, and (2) the CFX modeling with a subdomain is computationally very efficient. The analyses compared in this study show that CFX simulations are computationally 10–15 times faster than CEL simulations.

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Acknowledgments

The work presented in this paper was funded by C-CORE, MITACS, and Natural Sciences and Engineering Research Council of Canada (NSERC) Discovery grants.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 15Issue 6December 2015

History

Received: May 9, 2014
Accepted: Nov 13, 2014
Published online: Apr 23, 2015
Discussion open until: Sep 23, 2015
Published in print: Dec 1, 2015

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Bipul Hawlader, Ph.D. [email protected]
P.E.
Associate Professor, Dept. of Civil Engineering, Faculty of Engineering and Applied Science, Memorial Univ. of Newfoundland, St. John’s, NL, Canada A1B 3X5 (corresponding author). E-mail: [email protected]
Sujan Dutta [email protected]
Ph.D. Candidate, Dept. of Civil Engineering, Memorial Univ. of Newfoundland, St. John’s, NL, Canada A1B 3X5. E-mail: [email protected]
Anup Fouzder [email protected]
M.Eng. Candidate, Dept. of Civil Engineering, Memorial Univ. of Newfoundland, St. John’s, NL, Canada A1B 3X5. E-mail: [email protected]
Arash Zakeri, Ph.D., A.M.ASCE [email protected]
P.E.
Director, Geotechnical Engineering, C-CORE, Captain Robert A. Bartlett Building, Morrissey Road, St. John’s, NL, Canada A1B 3X5. E-mail: [email protected]

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