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 connections have the generic behaviour in the file attached.
Thank you,
Ana
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 connections have the generic behaviour in the file attached.
Thank you,
Ana