Abstract

Abstract To ensure adequate safety of marine structures in extreme weather, it is conceivable that standards are needed that account for the characteristics of ultimate limit seastates based on wave conditions with a return period higher than 100 years. Such standards must include an analysis of the reserve strength available when a marine structure is subject to an extreme event of a freak wave. For the generation of freak waves traditional potential flow methods are not well suited to accurately predict wave loads, because phenomena such as wave run-up on the structure’s legs and impact-related loads on the hull are not accounted for. Therefore, wave effects were predicted with advanced computational fluid dynamics techniques. The purpose here was to determine the safety level under freak wave conditions. We selected a typical mobile self-elevating drilling unit stationed the North Sea and investigated its structural response under survival conditions and, in addition, under two extreme wave conditions representing freak waves. Based on a comparison of the resulting stresses with the structure’s rule based design capability, we assessed the reserve strength capacity still available under freak wave conditions. Introduction Marine structures, such as mobile offshore drilling units, are designed to operate at different locations throughout the world under varying environmental conditions. To assess their structural strength and design safety, two loading conditions are generally investigated, namely, the operating condition and the survival condition. For both loading conditions, the unit’s operating manual generally specifies limiting environmental parameters, such as maximum wave height, current velocity, and wind speed for the given water depth. It is assumed that these environmental parameters are known for the operating location of the rig and that weather forecasts are reliable enough to allow sufficient reaction time to prepare for worsening weather conditions. Weather forecasts do not give notice of freak waves arising under extreme weather conditions; that is, such waves occur unexpectedly. The occurrence of a freak wave could be treated as an accident, similar to an earthquake. From this point of view, it would be rational to require the structure to remain standing and that critical structural components remain intact to prevent global failure. Under these circumstances, with all safety factors equal to 1.0, plastic deformation may be acceptable to avoid failure (ultimate strength).

Full Text
Paper version not known

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.