Dear users
I am modelling a steel frame with bolted connection on Abaqus. For the beam/columns I used beam elements and I'm trying to represent the behaviour of the connection with two connectors with the Force-displacement curve of the connection. My problem is that these connectors have a...
Hello everyone,
I'm modelling a steel frame on Abaqus to evaluate it's robustness under impact loads in one column, and I wanted to model the behaviour of the beam-to-column by means of connectors or springs elements.. do you know if it's possible and if it will give accurate results ? These...
