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Composite beam elements made of glulam beams and cross laminated timber (CLT) panels, and connected with a new shear connection system were tested under four point bending.
This paper proposes a new connection system, which is different from the GFRP deck-to-girder connection system that has been applied so far.
Equipment used to take nonroutine grab samples is not considered a sampling connection system.
The connection system was composed of perforated steel plates glued with epoxy adhesive.
This innovative connection system showed an average initial slip modulus equivalent to 339.4 kN/mm.
The experimental results evidenced that the analyzed connection system had similar results with either wood species.
The proposed connection system is compared with the systems designed by Scott and Le Blanc.
Both entities are then put together by using an adhesive or a bolted connection system.
immersive human-human connection system called "Jack In. from Tokyo Institute of Technology in 1984 , 1986 and 1996, respectively.
In addition to evaluate the structural performance of the proposed connection system, it is compared with the bolted mechanical connection system via testing and FEM analysis under the same conditions.
Due to the relatively thin concrete panel thickness, it is difficult to attain adequate ductility in connection system.
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