Impact of seabed slope on steel catenary riser touchdown zone response

• Published in: IOP conference series. Materials Science and Engineering 2021-01, Vol.1052 (1), p.12018
• Main Authors: Ogbeifun, A. M., Oterkus, S., Race, J., Naik, H., Moorthy, D., Bhowmik, S., Ingram, J.
• Format: Article
• Language: English
• Subjects: Interaction models; Ocean floor; Risers; Soil suction; Stiffness
• ISSN: 1757-8981; 1757-899X
• DOI: 10.1088/1757-899X/1052/1/012018

Several factors can affect the response of steel catenary risers (SCR) around its touch down zone (TDZ). These include the stiffness of the soil, the soil suction force on the riser TDZ, the soil degradation with cyclic TDZ loading, etc. Riser strength and fatigue response computation are usually performed considering flat seabed and with the use of rigid or linear (spring) riser soil interaction model. However, bathymetric information obtained for the SCR lay path on the seabed reveal complex seabed profile variation, indicating that the seabed is far from being flat around the SCR TDZ. This paper presents findings from an investigation conducted on the influence of seabed slopes on the strength and fatigue response of SCRs, using a non-linear (NL) riser soil interaction model. The responses of SCRs on positively and negatively sloped seabed (rotated about the static touch down point on flat seabed) are compared with responses of SCRs on flat seabed. From the results, it can be deduced that the SCR dynamic and fatigue responses may be overpredicted or underpredicted in magnitudes dependent on the slope deviation of actual seabed from a flat seabed.