The design of the C1 Wedge Connection™ is typically governed by the overturning moment that the connection sees and the diameter of the connection. If pile driving, in the case of monopiles, is a factor this needs to be taken into account. With the input on the load level the required wall thickness and material grade can be determined.
Due to the symmetric layout the effect of wall-thickness changes that are typically seen between the monopile and tower interface have no significant effect on the connection.
Our engineering team has years of experience designing and analyzing the C1 Wedge Connection™ and wishes to help you by sharing this knowledge and allow designs of the C1 Wedge Connection™ to be made.