Hello,
I am doing a static-general analysis with beam element 2D submitted to fire.
I first do a heat transfer analysis with solid elements 2D in order to know the temperatures in the section.
Then I would like to apply these temperatures to the beam elements sections with the option...
Hello,
I’m studying the behaviour of a composite steel concrete structure under a localised fire.
Is it possible to submit beam elements to a coupled temperature-displacement analysis?
If yes, how to apply the fire conditions (convection and radiation)?
Thanks a lot,
Cil.