I've been trying to run a dynamic/explicit simulation of the response of a small building under a combination of stresses to a scenario where a supporting column is suddenly lost.
However, when the simulation completed I did not get any stresses or deformations in the results.I applied the dead load and live load of 2,500Pa to each floor, however in the results I am not getting any reactions or stress distributions in the model at all.
What might be the problem? I am still quite new to the Abaqus, so I might be missing something obvious. Thank you
One guess could be your loading magnitude. Increase your loading to see if your problem remain or not!