Improved Equations for the Actions of Thick Level Ice on Sloping Platforms

Croasdale, Ken (KRCA) | Brown, Tom (U of Calgary) | Wong, Chee (U of Calgary) | Shrestha, Noorma (CARD) | Li, George (Shell International) | Spring, Walt (Bear Ice Technology) | Fuglem, Mark (C-CORE) | Thijssen, Jan (C-CORE)

OnePetro 

In ISO19906 (2010) (Arctic Offshore Structures) specific algorithms are provided for level ice loads on sloping structures; they are based on the separate work of Ralston and Croasdale. These methods were developed decades ago and comparisons with full scale data, especially from Confederation Bridge, suggest that certain idealizations can be improved; more importantly that they may be over-predicting the measured loads. For these reasons it was decided to critically review the existing Croasdale et al algorithm (as specified in ISO) and update it based on learnings from Confederation Bridge, other experience and new ideas. During the study, over 50 ice interaction events at Confederation Bridge were chosen as geometrically similar to thick ice acting on an Arctic structure. The interaction process and relevant parameters (such as ride-up height) were documented in detail and the measured loads compared with predictions for each event.