Abstract Summary
-This study focuses on a numerical anchor macro model, Ancmac, that can be used to capture and quantify dynamic anchor-seabed-mooring capacity benefits such as from seabed added mass and viscous soil strength effects. -These effects, which are not typically considered in anchor design, can enhance the dynamic anchor capacity and reduce the required anchor size. -An example case is presented to model the response of an embedded plate anchor subjected to a load derived from applying a 1-50 year storm design loading event on a 15MW FOW turbine with a taut mooring line configuration.
