抄録
Since stud shear connectors are used for the connection of an aluminum deck to a steel girder, composite effects are produced between both. In this study, statically loading tests of composite girders consisting of an aluminum deck and a steel girder clarifies their yield and maximum loads as well as their behavior of collapse. Applicability of the incomplete composite theory to the composite effects of an aluminum deck with a steel girder is verified by the elastic behavior of the test girders.
