Hi:
I modelled this concrete reinforcement girder in Ansys Workbench with Explicit Dynamic moduler. My girder length is 27380mm, 1372mm height and 635mm width. It has got 4 bottom layers of reinforcement bars of 12mm dia. and two layers of top reinforcements of the same dia. Altogether it has about 50 bars. I gave the fixed support condition at both end face of the girder and applied only inertial load to the beam(self weight). I gave correct material properties to concrete girder and steel reinforcement. I got the error message as depicted in the screenshot attached. I doubt that I make some mistake with Analysis setting like end time, no. of cycles, time step, initial time etc. as you can see from the screen shot. Can any body please help me / suggest possible options I can try to get solve this model.
Thanks