Hi guys,
We have been assigned to do non-linear analysis of an existing structure where the blast loads have increased something like 5 times. I have modelled the steel structure in abaqus as a beam model and assigned it with profiles and sections. In the structure the connections are mostly...
Hi guys,
We have been assigned to do non-linear analysis of an existing structure where the blast loads have increased something like 5 times. I have modelled the steel structure in abaqus as a beam model and assigned it with profiles and sections. In the structure the connections are mostly...