A numerical model for geometrically nonlinear analysis of a pipe-lay on a rough seafloor

Author:

Trapper Pavel A.ORCID

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference38 articles.

1. Collapse loads for a cylinder embedded in trench in cohesive soil;Aubeny;Int. J. GeoMech.,2005

2. Elasticity and Geometry: from Hair Curls to the Non-linear Response of Shells;Audoly,2010

3. Subsea Pipeline Design, Analysis, and Installation;Bai,2014

4. Pipe-soil interaction with flowlines during lateral buckling and pipeline walking - the SAFEBUCK JIP;Bruton;Offshore Technol. Conf.,2008

5. Abaqus Users' Manual; Version 6.20,2020

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