This paper outlines the first set up of the connection of precast deck slabs on steel girders for a new type of composite bridge in the developing stage. According to the published results about the perfo-bond connection in Beton- und Stahlbetonbau 12/1987 calculations and a test set-up are made for the perfo-bond connection of the in between slabs and tested according to chapter 10 of ENV 1994-1:1992 (EuroCode 4-1).
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