CUED Publications database

Seafloor-riser interaction model

Aubeny, CP and Biscontin, G (2009) Seafloor-riser interaction model. International Journal of Geomechanics, 9. pp. 133-141. ISSN 1532-3641

Full text not available from this repository.


Fatigue stresses associated with extreme storms, vessel movements, and vortex-induced vibrations are critical to the performance of steel catenary risers. The critical location for fatigue damage often occurs within the touchdown zone, where cyclic interaction of the riser with the seabed occurs. Developing a model for seabed stiffness requires characterization of a number of complex nonlinear processes including trench formation, nonlinear soil stiffness, soil suction, and breakaway of the riser from the seafloor. The analytical framework utilized in this research considers the riser-seafloor interaction problem in terms of a pipe resting on a bed of springs, the stiffness characteristics of which are described by nonlinear load-deflection (P-y) curves. The P-y model allows for first penetration and uplift, as well as repenetration and small range motions within the bounding loop defined by extreme loading. The backbone curve is constructed from knowledge of the soil strength, the rate of strength increase with depth, trench width, and two additional parameters, while three parameters are necessary for the cyclic response. © ASCE 2009.

Item Type: Article
Divisions: Div D > Geotechnical and Environmental
Depositing User: Unnamed user with email
Date Deposited: 17 Jul 2017 19:15
Last Modified: 29 Oct 2020 01:43
DOI: 10.1061/(ASCE)1532-3641(2009)9:3(133)