The transversal beams are connected with the longitudinal beams with rigid dummy connections.I want to replace those dummy connections by a sliding plate, which will be connected to the longitudinal beam. The transversal beam will now be freely put on the sliding plate. There will be only a friction between the transversal beams of the bridge and the sliding plate. I want to model this friction with the aim of a spring. This spring I want to be able to give properties (F-displacement relation).
I didn't find the right solution from the Internet.
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