This paper investigates the effect of stick stiffness on the bending behavior in non-bonded flexible risers. The stick stiffness was normally implemented in the friction model for calculating the friction stress between layers in such structures. As the stick stiffness may be too small to achieve the plane-surfaces-remain-plane assumption under low contact pressure in some friction models [1], a new friction model was proposed for maintaining the constant stick stiffness in the present work. Less stick stiffness than that obtained by the plane-surfaces-remain-plane assumption was observed in test data. It was assumed that the stick stiffness reduction is caused by shear deformation of plastic layers. A numerical study on stick stiffness by including the shear deformation effect was carried out and verified against full scale tests with respect to the bending moment-curvature relationship.
Skip Nav Destination
ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering
June 25–30, 2017
Trondheim, Norway
Conference Sponsors:
- Ocean, Offshore and Arctic Engineering Division
ISBN:
978-0-7918-5769-4
PROCEEDINGS PAPER
The Effect of Stick Stiffness of Friction Models on the Bending Behavior in Non-Bonded Flexible Risers
Svein Sævik
Svein Sævik
NTNU, Trondheim, Norway
Search for other works by this author on:
Tianjiao Dai
NTNU, Trondheim, Norway
Naiquan Ye
SINTEF Ocean, Trondheim, Norway
Svein Sævik
NTNU, Trondheim, Norway
Paper No:
OMAE2017-62644, V05AT04A041; 5 pages
Published Online:
September 25, 2017
Citation
Dai, T, Ye, N, & Sævik, S. "The Effect of Stick Stiffness of Friction Models on the Bending Behavior in Non-Bonded Flexible Risers." Proceedings of the ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering. Volume 5A: Pipelines, Risers, and Subsea Systems. Trondheim, Norway. June 25–30, 2017. V05AT04A041. ASME. https://doi.org/10.1115/OMAE2017-62644
Download citation file:
49
Views
Related Proceedings Papers
Related Articles
Dynamic Analysis of Anisotropic Cylindrical Shells Containing Flowing Fluid
J. Pressure Vessel Technol (November,2001)
Fatigue Damage Study of Helical Wires in Catenary Unbonded Flexible Riser Near Touchdown Point
J. Offshore Mech. Arct. Eng (October,2017)
Numerical
and Analytical Modeling of Unbonded Flexible
Risers
J. Offshore Mech. Arct. Eng (May,2009)
Related Chapters
A Rapid Tool for Risk-Based Post-Cyclonic Integrity Assessment of Flexible Risers
Asset Integrity Management of Critical Infrastructure
Method for Identification of Key Contact Face in Fact-Contacted Block Structure
Geological Engineering: Proceedings of the 1 st International Conference (ICGE 2007)
Lubrication Characteristics on Sliding Surfaces in a Piston Pump and Motor During Running-In Tests
Hydraulic Failure Analysis: Fluids, Components, and System Effects